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approved plans R-2018-26GENERAL NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS AND MAKE KNOWN ANY DISCREPANCIES PRIOR TO COMMENCING THEIR WORK. 2. THESE DRAWINGS ARE INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION CONTRACT AND, THEREFORE, MAY NOT SPECIFICALLY DETAILS OR SPECIFY MATERIALS AND/OR MANUFACTURERS. 1 3. THE CONTRACTOR SHALL PROVIDE ALL SAMPLES AND/OR CUT -SHEETS AS REQUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING MATERIAL SELECTIONS. 4. FOR THE PURPOSE OF ESTIMATING, THE CONTRACTOR SHALL USE THE MATERIALS SELECTED BY THE OWNER, OR IN ABSENCE OF SAME, HE SHALL PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST ESTIMATE. 5. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH ESTIMATE. 6. NO GUARANTEE OF QUALITY OF CONSTRUCTION IS IMPLIED OR INTENDED BY THE CONSTRUCTION DOCUMENTS, AND THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY OR ALL CONSTRUCTION DEFICIENCIES. 7. THE GENERAL CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE DESIGNER FROM ANY ACTION INITIATED BY THE INITIAL OWNER OR ANY SUBSEQUENT OWNERS FOR CONSTRUCTION DEFICIENCIES, MODIFICATIONS OR SUCH CONDITIONS WHICH MAY BE BEYOND THE CONTROL OF THE ARCHITECT. 8. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND TRADE STANDARDS WHICH GOVERN EACH PHASE OF WORK, INCLUDING BUT NOT LIMITED TO CALIFORNIA BUILDING CODE (CBC), CALIFORNIA MECHANICAL CODE (CMC), NATIONAL ELECTRICAL CODE (NEC), CALIFORNIA PLUMBING CODE (CPC), AND ALL APPLICABLE LOCAL CODES AND LEGISLATION. 9. THE CONTRACTOR SHALL REVIEW AND RECORD THE CONDITIONS OF ALL EXISTING SITE IMPROVEMENTS INCLUDING PAVED AREAS, HE SHALL MAKE KNOWN ALL EXISTING DAMAGED OR DISREPAIRED ITEMS AND CONDITIONS THAT MAY WORSEN DUE TO THE CONSTRUCTION. 10. ALL ITEMS IN GOOD CONDITION SHALL BE MAINTAIN IN THEIR PRESENT CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 1 11. CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIMSELF AS OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. 12. THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. 13. NO EXTRA COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR THE EXPENSES DUE TO HIS NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH MAY AFFECT HIS WORK. 14. ALL NEW INTERIOR PAINT COLOR, FLOOR, WALLS AND CEILING FINISHES SHALL BE SELECTED BY OWNER AT THE TIME WHEN IT IS NECESSARY FOR THE COMPLETION OF THE PROJECT. 15. ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST ADOPTED CITY STANDARDS. 16. THE STORING OF GOODS AND MATERIALS ON SIDEWALK AND/OR STREET WALL 1 NOT BE ALLOWED UNLESS THE CONTRACTOR HAS APPLIED AND SECURED A SPECIAL PERMIT WHICH ALLOWS SUCH STORAGE TO BE PLACED. 17. SPECIAL INSPECTIONS ARE REQUIRED FOR THE INSTALLATION OF EXPDXY ANCHORS AND HOLDOWNS. SUBMIT A COMPLETED CITY OF CUPERTINO SPECIAL INSPECTION AND TESTING SCHEDULE. TO OBTAIN FORM TO GO THE BUILDING DEPARTMENT WEBSITE (WWW.CUPERTINO.ORG) UNDER FORMS AND GUIDES. 1 18. PROVIDE (2) WET STAMPED AND SIGNED COPIES OF A REVIEW LETTER FROM THE GEOTECHNICAL/CIVIL ENGINEER FOR THE FOUNDATION PLAN AND DETAILS TO SHOW THAT HE/SHE HAS REVIEWED THEM AND TAHT THE OVERALL PROJECT DESIGN IS IN GENERAL CONFORMITY WITH THE GEOTECHNICAL SOILS ENGINEERING RECOMMENDATIONS FOR THE PROPOSED CONSTRUCTION. SCOPE OF WORK 1. NEW 1ST FLOOR INCLUDES (N) PORCH, (N) LIVING RM., (N) POWDER RM., (N) COAT, (N) BATH #1, (N)BEDROOM #1, (N) LAU. (N) FAMILY RM., (N) KITCHEN AND (N) DINING RM. NEW 2ND FLOOR INCLUDES (N) BEDROOM #2, (N) BEDROOM #3, (N) M. BEDROOM, (N) M. BATH AND (N) BATH #2. 1 THE TOTAL 1ST FLOOR IS 1,064 S.F. 2ND FLOOR IS 747 S.F. GARAGE IS 473 S.F. 2. ALL NEW WINDOWS ARE DOUBLE PANEL. 3. INSTALL NEW ROOF, ROOFING TO BE LT. WT. CONC. TILE ROOF. 4. NEW EXTERIOR STUCCO FINISHED. 5. RELATED ELECTRICAL, MECHANICAL AND PLUMBING WORK. 6. (N) ELECTRICAL PANEL TO BE 200 AMP. I 7. (N) GAS MTER. 8. ALL (E) AND (N) FENCES HEIGHT ARE 6'. SYMBOLS A COLUMN GRID LINE NO. O EXISTING DOOR NO SECTION NO. Np DOOR NO. A.X SECTION SHEET NO. A 1 DOOR SCHEDULE DOOR TYPE NO ELEVATION NO. NO INTERIOR ELEVATIONS I A.X ELEVATION SHEET N0. A•X INDICATOR rN3y DETAIL NO. RM. < ROOM NAME A.X DETAIL SHEET NO. FL. FLOOR FINISH I REVISION NO. BLDG DATA SITE AREA: 0.117 ACRES 5,158 SQ. FT. EXISTING BUILDING FLOOR AREA (ALL DEMOLISHED) FLOOR AREA: 1ST FL 396 SQ. FT. SHED TO REMOVE 96 SQ. FT. GARAGE 0 SQ. FT. TOTAL EXISTING FLOOR: 396 SQ. FT. PROPOSED ADDITION FLOOR AREA LIVING AREA: 1ST FL 1,064 SQ. FT. 2ND FL 747 SQ. FT. PORCH UNCOUNTED 36 SQ. FT. GARAGE 473 SQ. FT. TOTAL PROPOSED FLOOR 2,320 SQ. FT. 2ND FL/ 1ST FL RATIO= 747 / 1,573 = 47.48% < 66% MAX. ALLOWED FLOOR AREA 5,158 X 45% = 2,321 SQ. FT. TOTAL FLOOR AREA 1,100 + 747 + 473 = 2,320 SQ. FT. F.A.R.: 2,320 /5,158 = 44.97 % < 45% LOT COVERAGE: 1,573/5,158 = 30.49 % < 45% LOT COVERAGE (INCLU. EAVE): 2,320/5,158 = 47.481 % < 50% LANDSCAPE AREA: 2,447 SQ. FT. LANDSCAPE COVERAGE 44.97 % APN: 357-14-020 ZONE: R1-6 LAND USE DESIGNATION: RESIDENTIAL LOW DENSITY 1-5(DU/ac) OCCUPANCY: R -3/U CONSTRUCTION TYPE: V -B STORY (IES): 2 AUTO. FIRE SPRINKLER: YES DESIGN COMPLY WITH 2016 CBC Ed. 2016 CRC Ed. 2016 CFC Ed. 2016 CMC Ed. 2016 CPC Ed. 2016 CALIFORNIA ELECTRIACL CODE Ed. 2016 CALIFORNIA ENERGY CODE Ed. 2016 CALIFORNIA GREEN BUILDING CODE Ed. VICINITY MAP ar is Alcezar Ave Alca 0 w 0 w 0 0 rn Dolores Ave 10455 Orange Avenue 0 3 2" I I McClellan Rd McClellan Rd McClellan Rd I I I Staff Parking Lot Abra Elem rlta Vista High School SHEET INDEX A1.1 TITLE SHEET & SITE PLAN A2.0 LOT COVERAGE & PRIVACY PLANTING A2.1 PROPOSED 1 ST FLOOR PLAN A2.2 PROPOSED 2ND FLOOR PLAN A3.1 (N) ELEVATIONS A3.2 (N) ELEVATIONS A3.3 ROOF REF. CALG CALGREEN RESIDENTIAL CHECKLIST CIVIL C.0 BOUNDARY SURVEY LANDCAPE L1 PALNTING PLAN L2 IRRIGATION PLAN L3 IRRIGATION ZONE PLAN L4 NOTESS & DETAILS L5 DETAILS 2'-2" 6'-7" 4'-2" 15-0" I I I I o c N C in a C c MR. 1ANG WANG RESIDENCE 10455 ORANGE AVE., CUPERTINO, CA 95114-2822 54'-3" I I I I MEASURES BELOW, A. 54.21' 54.21' I I 0 N I I B. DIRECT ROOF RUNOFF INTO OWNER: CISTERNS OR RAIN BARRELS FOR TEL: (408) 930-5628 25'-0" REAR SETBACK LIN C. DIRECT RUNOFF FROM SIDEWALKS, EMAIL: 95 S.F. ■ VEGETATED AREAS. D. DIRECT RUNOFF FROM DRIVEWAYS 0 AND/OR UNCOVERED PARKING LOTS Q � Y 7"TREE 5"TREE CONSTRUCT SIDEWALKS, WALKWAYS (E) SHED AND/OR PATIOS WITH PERMEABLE LC) LU SURFACES. z J z _J TITLE SHEET m �/ m DATE: 12/14/17 W I (" w r C o Q:� }� o - Q N 01 w 0 w 0 0 f Ln� 0 1 d)L0 Li r LO 2 w z o 2" I I 0 I I I J 5 J 0 N O I 8 9 N I I 25'-0" FRONR SETBACK LINE Q DRAWN BY: JL 6'-8" 2'-7" 15'-0" 2'-2" 6'-7" 4'-2" 15-0" I I I I o LnN I I I I 54.21' (N) DRIV CONSTR MORE AESTHET PLEASIN MATERIA AS STA CONCRE PAVERS, PATTERN CONCRE 54'-3" 7'_F„ D TE, TE-- MEASURES BELOW, A. DIRECT ROOF RUNOFF ONTO 54.21' VEGETATED AREAS. B. DIRECT ROOF RUNOFF INTO OWNER: CISTERNS OR RAIN BARRELS FOR TEL: (408) 930-5628 REUSE. C. DIRECT RUNOFF FROM SIDEWALKS, EMAIL: 95 S.F. ■ VEGETATED AREAS. D. DIRECT RUNOFF FROM DRIVEWAYS 0 AND/OR UNCOVERED PARKING LOTS Q � Y 7"TREE 5"TREE CONSTRUCT SIDEWALKS, WALKWAYS (E) SHED AND/OR PATIOS WITH PERMEABLE LC) LU SURFACES. ■ � V TITLE SHEET 0 0 DATE: 12/14/17 0 REMOVE ISSUE & REVISION 07/01/18 o w z ADD LANDSCAPE 10/15/18 GIAN'S COMMENT 2 w z o 3 0 J 5 J 0 N U 8 9 N 10 SHEET NO. Q DRAWN BY: JL m 10"TREE C o X20'-0(KLINE R O o a SETBA o' T < �� (n I 1 'ORANG I (,) LANDING I_ T of CONC. SLAB [O cc N 0E I I I I I I ]@ I I 0 0 1' 3„ X Ql iI N //� - I � N I U - T N T �p LeiM 5' 0 TREE (N' 3'0"X) 07 DR. SECOND FLOOR OUTLINES N R R O 1 C C. SLAB Ln (N)GA`.,. N DR. (N)ELE�:.� PANEL '0 jN PORCH 1 N CONC. SLAB ❑ ^ 00 I n I i7 / a. • . ° / �2)1-01:FRONR STA K LINE 7'-6„ 5„ a 0„ 1'_6: 5'- 2'-1„ 4'-1 1 - 7'-6„ BUSH 0 459 SIF o o WA BE PLANTING (< 50% P VIN ��' "TREE(S PLANTING AREA o CTE OF ki`a D v, a _ CAL Y \N a . s s CH 5"TREE 12 TREE4 Q 6 EE 54.21' BRICK, - - - ' SIRE T DEDICATION 0 OR I....... o ED I ' -- -- --. -. ATT A WDM SITE PLAN ELEV. REF NORTH SCALE : 1/8" = 1'-0" fm * NOTE: CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES. * NOTE: PRIOR TO ISSUANCE OF BUILDING PERMIT, THE LANDSCAPE WATER -EFFICIENCY CHECKLIST IN APPENDIX A OF CHAPTER 14.15 WILL NEED TO BE FILLED OUT AND A FULL LANDSCAPE PROJECT SUBMITTAL PER SECTION 14.15.040 WILL BE REQUIRED. IT IS PREFERRED THAT THIS INFORMATION BE PROVIDED AT THE TIME OF THE PLANNING ENTITLEMENT. 5 S 5 S * NOTE: USE ONE OR MORE OF DESIGN MEASURES BELOW, A. DIRECT ROOF RUNOFF ONTO 6805 WESTMOOR WAY VEGETATED AREAS. B. DIRECT ROOF RUNOFF INTO OWNER: CISTERNS OR RAIN BARRELS FOR TEL: (408) 930-5628 REUSE. C. DIRECT RUNOFF FROM SIDEWALKS, EMAIL: WALKWAYS, AND/OR PATIOS ONTO ■ VEGETATED AREAS. D. DIRECT RUNOFF FROM DRIVEWAYS 0 AND/OR UNCOVERED PARKING LOTS Q � Y ONTO VEGETATED AREAS. E. CONSTRUCT SIDEWALKS, WALKWAYS Z p z AND/OR PATIOS WITH PERMEABLE LC) LU SURFACES. PATIO 424 SF 1,064 SF GARAGE 473 SF J� 10 SF PORCH 36 SF LL U) to CONTRACTOR: T.B.D. DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com OWNER: MR. LIANG WANG TEL: (408) 930-5628 EMAIL: Iiangwang01©yahoo.com MR. LIHONG ZHONG EMAIL: Iesliezhong©gmail. com ■ W N W N 00N 0 Z W Q � Y Z ♦Q♦ Q V Z p z U-) F - Q w LC) LU J a ■ � V TITLE SHEET SITE PLAN DATE: 12/14/17 JOB NO. ISSUE & REVISION 07/01/18 PLANNING SUB. 10/01/18 ADD LANDSCAPE 10/15/18 GIAN'S COMMENT 2 3 4 5 6 7 8 9 10 SHEET NO. Al A DRAWN BY: JL DEMOLITION NOTES 1. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS INDICATED ON RC USA DRAWINGS OR AS OTHERWISE DIRECTED BY THE OWNER. 2. THE CONTRACTOR TO VIEW AND VERIFY ACTUAL CONDITIONS AT ALL LOCATIONS WHERE ALTERATIONS TO THE EXISTING BUILDING OCCUR. WHEN WALLS, PARTITIONS, AND OTHER WORK EXISTS WHERE NEW WORK IS INDICATED, ALL SUCH EXISTING WORK SHALL BE REMOVED. VERIFY ALL SUCH CONDITIONS AT THE SITE. 3. THE CONTRACTOR SHALL REPORT TO ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK OF THIS CONTRACT. 4. THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS, INCLUDING OVERTIME WORK REQUIRED. 5. THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDING LANDLORD INCLUDING, BUT NOT LIMITED TO FLOOR COVERING, CEILING GRID AND TILE, LIGHT FIXTURES, DOORS, WINDOWS, FRAMES, HARDWARE, CABINETRY, PLUMBING FIXTURES, ELECTRICAL AND AIR CONDITIONING EQUIPMENT, PERIPHERAL ENCLOSURES, ETC. 6. THE GENERAL CONTRACTOR SHALL ERECT ALL NECESSARY PLASTIC DROP CLOTH BARRIERS TO PROTECT ADJACENT BUILDING PROPERTY WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. 7. THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED SURFACES TO INCLUDE CORNER BEADS, STOPS, ETC., FOR CHIPS, CRACKS, HOLES, DAMAGED SURFACES, AND ANY OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW, FINISHED, INSTALLATION. THESE DEFECTIVE SURFACES SHALL BE REPAIRED OR, IF BEYOND REPAIR, THE GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING AND INSTALL NEW SURFACES TO THE SATISFACTION OF TSCGI AND THE OWNER. 8. THE GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES AND WHERE AS A RESULT OF DEMOLITION, FINISHED SURFACES DO NOT ALIGN, THE EXISTING SURFACE SHALL BE CUT AND PATCHED. 9. ALL DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION WORK SHOWN ON DRAWINGS SHALL BE PATCHED AS REQUIRED TO MATCH IMMEDIATE EXISTING ADJACENT AREAS IN MATERIAL, FIRE -RATING, FINISH, AND COLOR, UNLESS OTHERWISE NOTED. 10. ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR RETURNED TO THE OWNER OR AS OTHERWISE DIRECTED. 11. IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, PARTITIONS, ETC. CAUSES AN UNEVENNESS IN THE SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISH FLOORING. 12. ALL EXPOSED LIGHT FIXTURES, WIRING, SWITCHES, CONDUIT, AND METAL MOLDING NOT BEING REUSED SHALL BE REMOVED AND EITHER STORED OR DISPOSED OF BY THE GENERAL CONTRACTOR AS INSTRUCTED BY THE OWNER. 13. THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED. 14. THE GENERAL CONTRACTOR SHALL CAP OFF BEHIND FINISHED SURFACES ALL PROJECT PLUMBING, FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL OTHER PROJECTING ITEMS THAT ARE BEING ABANDONED. 15. THE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ANY OTHER TELEPHONE OR ELECTRICAL WIRING OR EQUIPMENT. VERIFY WITH TENANT REUSE OF EXISTING CABLING PRIOR TO REMOVAL. 16. ALL "EXISTING TO REMAIN", "EXISTING", "RELOCATED", OR "NEW" ITEMS INSTALLED BY THE GENERAL CONTRACTOR, IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION, SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF TSCGI PRIOR TO BEING TURNED OVER TO THE OWNER. 17. REFER TO ENGINEERING DRAWINGS FOR REMOVAL AND/OR RELOCATION IF REQUIRED OF HAVOC DUCTS, DIFFUSERS, SPRINKLER HEADS, EXIT LIGHTS, ETC. 18. SOME DOORS AND FRAMES TO BE REMOVED SHALL BE RETURNED TO OWNER. HANDLE CAREFULLY AND STORE ON SITE. GENERAL DEMOLITION NOTES 1. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS OF THE PROJECT AND THE CONTRACT DOCUMENTS IN ORDER THAT DEMOLITION WORK WILL INCLUDE DEMOLISHING ALL ITEMS INCIDENTALS, WHETHER CALLED FOR OR NOT. 2. THE GENERAL CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATED WITH EXISTING BUILDING CONDITIONS. ANY VARIANCE OR DISCREPANCY THAT ARISE FROM ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. 3. CONDUIT DEMOLITION TO MINIMIZE INTERFERENCE WITH ADJACENT STRUCTURES. 4. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 5. ANY STRUCTURAL SUPPORT, BRACING AND SHORING NEED TO HAVE ENGINEER REVIEW PRIOR TO COMMENCE THE WORK. 6. LOCATE EXISTING UNDERGROUND UTILITIES IN AREA TO AVOID DAMAGE BY DEMOLITION. 7. ALL DEMOLITION WORK TO BE PERFORM CAREFULLY, ITEMS TO BE REMOVED NEED TO REMOVE, DUMP AT LEGAL DUMP SITE, CLEAN THE WORK AREA AND PREPARE THE AREA TO RECEIVE NEW WORK AS SPECIFIED ON THE DRAWINGS. 8. BACKFILL AREAS EXCAVATED AND OPEN PITS AND HOLES CAUSED BY A RESULT OF DEMOLITION. 9. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN SITE GRADES AND CONTOURS. 10. UNLESS WHERE NOTED OTHERWISE, IMMEDIATELY REMOVE DEMOLISHED MATERIAL FROM SITE. LEAVE SITE IN CLEAN CONDITION. 11. DO NOT BURN OR BURY MATERIALS ON SITE. 12. REMOVE AND PROMPTLY DISPOSE OF CONTAMINATED, VERMIN INFESTED, OR DANGEROUS MATERIALS ENCOUNTERED. REPORT TO ARCHITECT AND RELATED AGENCIES AS REQUIRED. 13. CONDUIT OPERATIONS WITH MINIMUM INTERFERENCE TO USE AND THOROUGH PUBLIC WAY. MAINTAIN PROTECTED EGRESS AND ACCESS AT ALL TIMES. 14. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT PERMITS. 15. ANY PIPE, CONDUIT, OR CABLE ORIGINALLY CONNECTED TO THE REMOVED ITEMS TO BE DISCONNECTED AND CAPPED PROPERLY. IF THE ITEMS IS PART OF A SYSTEM THEN NEED TO RE -CONNECT TO EXISTING SYSTEM AND KEEP IN A WORKING CONDITION. 16. THE LOCATION OF DISCONNECTED AND/OR CAPPED LINES SHALL IDENTIFIED PUBLIC WORKS NOTES 1. ONSITE DRAINAGE (WITH ARROW AND SLOPE PERCENTAGE). NO CONCENTRATED FLOW ACROSS THE RIGHT-OF-WAY. NO DRAINAGE ONTO NEIGHBORING PROPERTIES. ALL DRAINAGE TO LANDSCAPE. SEE ADDITIONAL COMMENTS #6. 2. CLEARLY SHOW ALL UTILITIES FROM THE HOUSE/PROJECT SITE TO THE STREET (ELECTRIC, ELECTRIC PANEL, GAS, WATER, SEWER), INDICATE AS NEW (N) OR EXISTING (E). 3. APPROVAL OF THESE PLANS DOES NOT RELEASE HE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. 4. CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. 5. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 6. CONTRACTOR IS RESPONSIBILE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDICTION. 7. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 8. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. 9. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. 10. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND/OR CABLE) SHALL BE UNDERGROUNDED. 11. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 12. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. 13. PRIOR TO BEGINING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. RESIDENTIAL PROJECT COVER SHEET ASSESSOR'S PARCEL NUMBER: 357-14-020 NAME OF OWNER. MR. LIANG WANG PROJECT ADDRESS. 10455 ORANGE AVE., CUPERTINO, CA CONTACT PERSON. MR. JACK LIN PHONE. 408-218-0587 FAX. NET SQUARE FOOTAGE OF LOT. 5,158 S.F EXISTING PROPOSED SQUARE FOOTAGE: FIRST FLOOR: 396 1,064 SECOND FLOOR: 0 747 GARAGE: 0 473 TOTAL: 396 2,320 ARE THERE AT LEAST TWO 10 FOOT BY 20 FOOT CLEAR SPACES INSIDE THE GARAGE? O N IS PRIVACY PROTECTION PLANTING REQUIRED FOR THE PROJECT? YO N BUILD IT GREEN TOTAL POINTS N / A ON WHAT FLOOR(S) IS WORK BEING DONE? NO BRIEF DESCRIPTION OF WORK. NEW FLOOR INCLUDES 1ST FL.: (N) PORCH, (N) LIVING RM., (N) POWDER RM., (N) COAT, (N) BATH #1, (N)BEDROOM #1, (N) LAU., (N) FAMILY RM., (N) KITCHEN AND (N) DINING RM. 2NF FL. : (N) BEDROOM #2, (N) BEDROOM #3, (N) M. BEDROOM, (N) M. BATH AND (N) BATH #2. CODE EDITIONS :2016 CBC (Y N)2016 CFC (Y N)2016 CMC (Y N) 2016 CPC (Y N)2016 NEC (Y N) EFFECTIVE 1/l/11 1E 5 I o ORl NGE Pt Pt Pt Pt 8" 8" �l � \ SYZYGIUM \ SYZYGIUM / 54'.21' pi.'. t .. .t ... ... Pt.Pt �• Pt �7.c�il.:...�...........:.. :.:.:.: Pt L� o.........:.:.:.�................ w ... . \. J.`........ .............. ...... .may . . . . . r....... !. .Q . Pt �. / �../ N... ,� .................:.../. • .. ��. ; ... ...1 w, REE I I. IPt TFl 11K/T\ Uwl�u.hl 71 1110111 / 2b/- o / Pt . . . .' 'SETBACK-\ I / . . . . . . . . . .Pt T \ .........:.. � �.......... . ,�� fllIIIJ��-- ■ I� X001 1. IVA�Ll - .a '1ATT :d PLANTING LIST SYM I BOTANICAL NAME - COMMON NAME H x W WUCOLS QTY Privacy mitigation plants Pt I Pittos orum tennuifolium - Tawhiwhi 40'x20' M 31 15 gallon Po I Podocar us gracilior- Fern Pine 60'x20' M 5 24" box standard, note 2ND FL. AREA ENCLOSED BY EXTERIOR WALLS 747 S.F. (DECK, FRONT PORCH & ROOF EAVES EXCLUDED) 2ND FL. AREA ENCLOSED BY EXTERIOR WALLS 954 S.F. (ROOF EAVES INCLUDED) ----I- - J I I I I I I 747 SF I I I I I L-LSSF--r-5 SF 838 BETLIN AVE. ORANGE SCREENING PLANTS, SEE LEGEND 5"TREE(S - &0HO-R q n PaOV a. GR ATE ° a °. 4: .d e • a :o . A. A Q a °_ MH( AVENUE „oa,„ NTS A PRIVACY PLANTING PATIO 424 SF 1ST FL. AREA ENCLOSED BY EXTERIOR WALLS 1,537 S.F. (GARAGE 473 SF INCLUDED) t(DECK, FRONT PORCH & ROOF EAVES EXCLUDED) i 15064 I 1ST FL. AREA ENCLOSED BY EXTERIOR WALLS 1,997 S.F. (GARAGE 473 SF INCLUDED) (DECK, FRONT PORCH & ROOF EAVES INCLUDED) GARAGE i 473 SF LOT COVERAGE (ROOF EAVE EXCLUDED) = 1,537/5,158=29.79%<45% LOT COVERAGE (ROOF EAVE INCLUDED) =2,201 /5,158=42.67%<50% T.B.D• DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 LL a L TEL: (408) 930-5628 a GARAGE: 4373 SF FRON PORCH/PATIO: 36 SF MR. LIHONG ZHONG EMAIL: •Q REAR PATIO: 424 SF W N W N co > N WINDOWSILLS: 16 SF a�L0 d . Q (' O EAVE: 188 SF a. Lu J � a ORANGE SCREENING PLANTS, SEE LEGEND 5"TREE(S - &0HO-R q n PaOV a. GR ATE ° a °. 4: .d e • a :o . A. A Q a °_ MH( AVENUE „oa,„ NTS A PRIVACY PLANTING PATIO 424 SF 1ST FL. AREA ENCLOSED BY EXTERIOR WALLS 1,537 S.F. (GARAGE 473 SF INCLUDED) t(DECK, FRONT PORCH & ROOF EAVES EXCLUDED) i 15064 I 1ST FL. AREA ENCLOSED BY EXTERIOR WALLS 1,997 S.F. (GARAGE 473 SF INCLUDED) (DECK, FRONT PORCH & ROOF EAVES INCLUDED) GARAGE i 473 SF LOT COVERAGE (ROOF EAVE EXCLUDED) = 1,537/5,158=29.79%<45% LOT COVERAGE (ROOF EAVE INCLUDED) =2,201 /5,158=42.67%<50% i -7 7y.�VJ II� PATIO 36 SF 2 (DECK, FRONT PORCH & ROOF EAVES INCLUDED) 1ST FL.: 1,064 SF GARAGE: 473 SF TOTAL 1SF FLOOR AREA: 1,537 SF 2ND FL: 747 SF 2ND FL/1ST FL: 747/ 1,537 = 48.60% < 66% NTS LOT COVERAGE CONTRACTOR: T.B.D• DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 LL 1ST FL.: 1,064 SF L TEL: (408) 930-5628 (J� GARAGE: 4373 SF FRON PORCH/PATIO: 36 SF MR. LIHONG ZHONG EMAIL: lesliezhong@gmail.com REAR PATIO: 424 SF W N W N co > N WINDOWSILLS: 16 SF a�L0 Z Q Q (' O EAVE: 188 SF Lu J � a o M TOTAL 2,201 SF i -7 7y.�VJ II� PATIO 36 SF 2 (DECK, FRONT PORCH & ROOF EAVES INCLUDED) 1ST FL.: 1,064 SF GARAGE: 473 SF TOTAL 1SF FLOOR AREA: 1,537 SF 2ND FL: 747 SF 2ND FL/1ST FL: 747/ 1,537 = 48.60% < 66% NTS LOT COVERAGE CONTRACTOR: T.B.D• DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com OWNER: MR. LIANG WANG TEL: (408) 930-5628 EMAIL: liangwang0l@yahoo.com MR. LIHONG ZHONG EMAIL: lesliezhong@gmail.com ■ ai W N W N co > N r Z W r a�L0 Z Q Q (' O z O Z Lu J � a o M � V LOT COVERAGE & PRIVACY PLANTING DATE: 12/14/17 JOB NO. ISSUE & REVISION 07/01/18 PLANNING SUB. 10/01/18 ADD LANDSCAPE 1� 10/19/18 GIAN'S COMMENT 2 3 4 5 6 7 8 9 10 SHEET NO. A2mO DRAWN BY: JL WALL LEGEND EXISTING CONSTRUCTION TO REMAIN (N) FURRED WALL / COLUMN. NEW WOOD FRAMING WALL OUT OF 2X4 WOOD STUDS @ 16" O.C. AND IN THE EXTERIOR STUCCO 7/8" MIN. STUCCO 0/ METAL LATH 0/ TWO LAYERS OF GRADE 'D' BLDG. PAPER 0/ PLYWOOD. NEW 2X4 WOOD STUDS @ 16" O.C. W/ 1/2" THK. GYP. BD. ON THE BOTH SIDES NEW 2X4 WOOD STUDS @ 16" O.C. W/ 1/2" THK. GYP. BID. ON THE BOTH SIDES USE WONDER BD. OR DUROCK AS BACKING MATERIAL AND WATER PROOFED MATERIAL. • GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK @ INTERIOR SIDE. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS @ 16" O.C. W/ 7/8" STUCCO @ EXTERIOR SIDE. S. G. SAFETY GLAZING WINDOW/TEMPERED GLASS - - I ,- -z-1 I CRAWL ACCESS 18"X24" MIN. (2016 CRC SEC. R408.2) ATTIC ACCESS 22"X30" MIN. (2016 CRC SEC. R5017) A HEAD ROOM CLEAR HEIGHT IN A ATTIC AT LEAST 30" L - � AT THE ATTIC ACCESS" WINDOW LIGHT / VENT CAL NOTES TO WINDOW AND DOOR 1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET CLEAR AREA IS 5.7 S.F. MIN., (5 S.F. MIIN. IF THEY ARE WITHIN 44 INCHES ABOVE OR BELOW GRADE, HIGHT 24 INCHES MIN., WIDTH 20 INCHES MIN., AND BOTTOM, CLEAR OPENING 44 INCHES MAX. ABOVE FLOOR. (2016 CRC SEC 310.) 2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE SHALL HAVE THE LOWEST PART OF THE OPENING PORTION AT LEAST 24 INCHES ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE (2016 CRC SEC. R612.2). 3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED NATURAL LIGHT (8%)VENTILATION (4%). (2016 CRC SEC. R303.1) 4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS. 5. A PERMANENT LABEL PER CBC SEC. 2406.4 SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. 6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7) LANDINGS MAY BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3 (CBC 1008.1.6). THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A 3/4 INCH THRESHOLD. NOTES TO BUILDING 1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET (2440 MM) FROM EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25 FEET (7620 MM) ON CENTER. (2016 CRC R602.12.1.2) 2. IN R-3 AND U OCCUPANCIES, NO OPENINGS ARE ALLOWED IN WALLS 3 FEET OR CLOSER TO PROPERTY LINE, OPENINGS IN WALLS BETWEEN 3 FEET AND UP TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25 % OF WALL AREA. ALL WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE RESISTIVE CONSTRUCTION, (2016 CRC TABLE 302.1). EAVES MUST BE PROTECTED IF ANY PART OF THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED. THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE PROPERTY LINE, BUT NO CLOSER. 3. PROVIDE 2X6 @ ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON STRUCTURE DWG. 4. PLATE WASHERS, A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8 MM BY 76 MM BY 76 MM) IN SIZE, SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. (2016 CRC R602.11.1) 5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048MM). (2016 CRC R401.3) 6. DUCTS WITHIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN NO. 26 GAUGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE. (2016 CRC SEC. R302.5.2) 7. HABITABLE SPACES WITNIN A DWELLING UNIT, OTHER THAN KITCHENS, SHALL NOT BE LESS THAN 7 -FEET IN ANY DIRECTION AND HAVE A MINIMUM OF 70 SQUARE FEET OF FLOOR AREA (EXCEPT KITCHENS). (2016 CRC SEC. R304.) 8. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS LOCATIONS AS SPECIFIED IN. (2016 CRC SEC. R308.4.) 9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6 -FEET ABOVE THE FLOOR. (2016 CRC SEC. R307.) 10. PROVIDE AN APPROVED ATTIC ACCESS 22"X30" WITH 30 INCHES MINIMUM VERTICAL HEADROOM. (2016 CRC SEC. R807.) 11. ENCLOSED ACCESSIBLE SPACE NUDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSE SIDE WITH 1/2 INCH GYPSUM BOARD. (2016 CRC SEC. R302.7) 12. PROVIDE ATTIC VENTILATION AS PER (2016 CRC SEC. R806 AND THE CALIFORNIA ENERGY STANDARDS COMMISSION.) 13. FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S INSRUCTIONS AS PER (2016 CRC SEC. R1004 AND R1005.) WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOLITAN AIR QUALITY MANAGEMENT DISTRICT (SMAQMD) NEED APPROVAL FROM SMAQMD. (916-874-4884). 14. PROVIDE UNDER FLOOR CLEARANCES AS PER 2016 CRC SECTION R317. A MINIMUM OF 12" CLEARANCE TO UNDER FLOOR GIRDERS AND 18" CLEARANCE TO FLOOR JOISTS IS REQUIRED UNLESS PRESERVATIVE -TREATED WOOD OR WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED. A MINIMUM 18 -INCH BY 24 -INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE. (2016 CRC SEC. R408.4.) 15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING. (2016 CRC SEC. R302.11.) 16. ALL GYPSUM BOARD, STUCCO, PLASTER, AND LATH SHALL BE INSTALLED. (2016 CRC CHAPTER 7.) 17. EXTERIOR WALL COVERINGS SHALL BE APPLIED. (2016 CRC SEC. R703.) 18. ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED APARK ARRESTER. (2016 CRC R1003.9.1) 19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. (2016 CRC R307.1) 20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR. (2016 CRC R307.2) 21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 MM). (2016 CRC R401.3) GARAGE NOTES 1. GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK @ INTERIOR SIDE. 2. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS @ 16" O.C. W/ 7/8" STUCCO @ EXTERIOR SIDE. 3. ALL DRYWALL SEAMS MUST BE TAPED/ FINISHED WITH JOINT COMPOUND AND SOME JURISDICTIONS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THIS PURPOSE. 4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/ DAMAGED DRYWALL SECTIONS ,ANY PENETRATION MUST BE SEALED (FIRE RATED CAULKING WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES, AIR DUCTS, DOOR FRAMES, ECT). 5. ENTRY DOORS FROM THE GARAGE INTO THE HOUSE AT LEAST 20 MINUTE FIRE RESISTANCE RATED OR 1 3/8" SOLID CORE DOORS. 6. DOORS REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT BARRIER BETWEEN THE GARAGE AND A LIVING QUARTERS. 7. THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED FOR SLEEPING PURPOSES. 8. A FORCED AIR HEATING SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE WITH A REGISTER (SUPPLY OR RETURN) OPEN IN THE GARAGE. THE AIR DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING. METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26 GA. STEEL, NO PLASTIC OR ALUMINUM (THIN WALL OR FLEXIBLE TYPE) VENT HOSES PENETRATING THE SEPARATION WALLS ARE PERMITTED - IF THERE'S NO OTHER WAY TO RUN THOSE VENT PIPES, INSULATE IT, BOX IT OUT AND FINISH IT WITH 5/8 DRYWALL (TYPE X, TAPED) 9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS. 10. ATTIC ACCESS INSTALLED IN THE GARAGE. THE GARAGE FIRE WALL/ HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF DECKING OR GARAGE SECTION SHOULD HAVE A 5/8" DRYWALL CEILING INSTALLED. 11. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18" ABOVE THE FLOOR. lo' -10" AREA #10 13 S.F. AREA #5 11 S.F. AREA #9 97 S.F. 5'-9" V-1 28'-4 AREA #13 327 S.F. 10'-11" VENTILATION LIGHTING , iV ROOM NAME AND LOCATION ROOM SIZE (S. F.) AREA REQ'D - (4`0) OR 5 S.F. MIN. AREA REQ'D - (8%) OR 10 S.F. MIN. PROVIDED WINDOW AREA (S.F.) 12•_2" ------------------- AREA #11 185 S.F. 4'_8.. ,._6.. - EMAIL: 2R AREA #7 16 S.F. AREA #6 27 S.F. N W N 00 > N r Z W a�L0 a ° Q Z 0 z a J a CD M ■ r V a 1ST FLOOR PLAN DATE: 12/14/17 JOB NO. ISSUE & REVISION 07/01/18 PLANNING SUB. °a ° a ADD LANDSCAPE 1� � GIAN'S COMMENT 2 ° a NOTES TO WINDOW AND DOOR 1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET CLEAR AREA IS 5.7 S.F. MIN., (5 S.F. MIIN. IF THEY ARE WITHIN 44 INCHES ABOVE OR BELOW GRADE, HIGHT 24 INCHES MIN., WIDTH 20 INCHES MIN., AND BOTTOM, CLEAR OPENING 44 INCHES MAX. ABOVE FLOOR. (2016 CRC SEC 310.) 2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE SHALL HAVE THE LOWEST PART OF THE OPENING PORTION AT LEAST 24 INCHES ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE (2016 CRC SEC. R612.2). 3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED NATURAL LIGHT (8%)VENTILATION (4%). (2016 CRC SEC. R303.1) 4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS. 5. A PERMANENT LABEL PER CBC SEC. 2406.4 SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. 6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7) LANDINGS MAY BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3 (CBC 1008.1.6). THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A 3/4 INCH THRESHOLD. NOTES TO BUILDING 1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET (2440 MM) FROM EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25 FEET (7620 MM) ON CENTER. (2016 CRC R602.12.1.2) 2. IN R-3 AND U OCCUPANCIES, NO OPENINGS ARE ALLOWED IN WALLS 3 FEET OR CLOSER TO PROPERTY LINE, OPENINGS IN WALLS BETWEEN 3 FEET AND UP TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25 % OF WALL AREA. ALL WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE RESISTIVE CONSTRUCTION, (2016 CRC TABLE 302.1). EAVES MUST BE PROTECTED IF ANY PART OF THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED. THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE PROPERTY LINE, BUT NO CLOSER. 3. PROVIDE 2X6 @ ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON STRUCTURE DWG. 4. PLATE WASHERS, A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8 MM BY 76 MM BY 76 MM) IN SIZE, SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. (2016 CRC R602.11.1) 5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048MM). (2016 CRC R401.3) 6. DUCTS WITHIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN NO. 26 GAUGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE. (2016 CRC SEC. R302.5.2) 7. HABITABLE SPACES WITNIN A DWELLING UNIT, OTHER THAN KITCHENS, SHALL NOT BE LESS THAN 7 -FEET IN ANY DIRECTION AND HAVE A MINIMUM OF 70 SQUARE FEET OF FLOOR AREA (EXCEPT KITCHENS). (2016 CRC SEC. R304.) 8. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS LOCATIONS AS SPECIFIED IN. (2016 CRC SEC. R308.4.) 9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6 -FEET ABOVE THE FLOOR. (2016 CRC SEC. R307.) 10. PROVIDE AN APPROVED ATTIC ACCESS 22"X30" WITH 30 INCHES MINIMUM VERTICAL HEADROOM. (2016 CRC SEC. R807.) 11. ENCLOSED ACCESSIBLE SPACE NUDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSE SIDE WITH 1/2 INCH GYPSUM BOARD. (2016 CRC SEC. R302.7) 12. PROVIDE ATTIC VENTILATION AS PER (2016 CRC SEC. R806 AND THE CALIFORNIA ENERGY STANDARDS COMMISSION.) 13. FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S INSRUCTIONS AS PER (2016 CRC SEC. R1004 AND R1005.) WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOLITAN AIR QUALITY MANAGEMENT DISTRICT (SMAQMD) NEED APPROVAL FROM SMAQMD. (916-874-4884). 14. PROVIDE UNDER FLOOR CLEARANCES AS PER 2016 CRC SECTION R317. A MINIMUM OF 12" CLEARANCE TO UNDER FLOOR GIRDERS AND 18" CLEARANCE TO FLOOR JOISTS IS REQUIRED UNLESS PRESERVATIVE -TREATED WOOD OR WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED. A MINIMUM 18 -INCH BY 24 -INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE. (2016 CRC SEC. R408.4.) 15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING. (2016 CRC SEC. R302.11.) 16. ALL GYPSUM BOARD, STUCCO, PLASTER, AND LATH SHALL BE INSTALLED. (2016 CRC CHAPTER 7.) 17. EXTERIOR WALL COVERINGS SHALL BE APPLIED. (2016 CRC SEC. R703.) 18. ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED APARK ARRESTER. (2016 CRC R1003.9.1) 19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. (2016 CRC R307.1) 20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR. (2016 CRC R307.2) 21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 MM). (2016 CRC R401.3) GARAGE NOTES 1. GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK @ INTERIOR SIDE. 2. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS @ 16" O.C. W/ 7/8" STUCCO @ EXTERIOR SIDE. 3. ALL DRYWALL SEAMS MUST BE TAPED/ FINISHED WITH JOINT COMPOUND AND SOME JURISDICTIONS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THIS PURPOSE. 4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/ DAMAGED DRYWALL SECTIONS ,ANY PENETRATION MUST BE SEALED (FIRE RATED CAULKING WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES, AIR DUCTS, DOOR FRAMES, ECT). 5. ENTRY DOORS FROM THE GARAGE INTO THE HOUSE AT LEAST 20 MINUTE FIRE RESISTANCE RATED OR 1 3/8" SOLID CORE DOORS. 6. DOORS REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT BARRIER BETWEEN THE GARAGE AND A LIVING QUARTERS. 7. THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED FOR SLEEPING PURPOSES. 8. A FORCED AIR HEATING SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE WITH A REGISTER (SUPPLY OR RETURN) OPEN IN THE GARAGE. THE AIR DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING. METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26 GA. STEEL, NO PLASTIC OR ALUMINUM (THIN WALL OR FLEXIBLE TYPE) VENT HOSES PENETRATING THE SEPARATION WALLS ARE PERMITTED - IF THERE'S NO OTHER WAY TO RUN THOSE VENT PIPES, INSULATE IT, BOX IT OUT AND FINISH IT WITH 5/8 DRYWALL (TYPE X, TAPED) 9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS. 10. ATTIC ACCESS INSTALLED IN THE GARAGE. THE GARAGE FIRE WALL/ HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF DECKING OR GARAGE SECTION SHOULD HAVE A 5/8" DRYWALL CEILING INSTALLED. 11. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18" ABOVE THE FLOOR. lo' -10" AREA #10 13 S.F. AREA #5 11 S.F. AREA #9 97 S.F. 5'-9" V-1 28'-4 AREA #13 327 S.F. 0 N AREA #4 435 S.F. AREA #2 1 S.F. ° 21'-3" AREA #12 398 S.F. 18'-4" AREA #3 333 S.F. AREA #1 a 35 S.F. 8'-5" WINDOWSILL 10 S.F. 20•_11 18'-4" I 00 Ln 0 o X (N)GA� (N)ELEQ.[- PANEL WINDOWSILL 6 S.F. AREA #14 6 S.F. 39'-3" '-0" 10'-11" 1'-0" 13'-1" , iV lo 1'-0 - ------�}P--------- - 00 "- NC LU C-4 I.f r Q � 12•_2" ------------------- AREA #11 185 S.F. 4'_8.. ,._6.. - EMAIL: 2R AREA #7 16 S.F. AREA #6 27 S.F. N W N 00 > N r Z W a�L0 a ° Q 0 N AREA #4 435 S.F. AREA #2 1 S.F. ° 21'-3" AREA #12 398 S.F. 18'-4" AREA #3 333 S.F. AREA #1 a 35 S.F. 8'-5" WINDOWSILL 10 S.F. 20•_11 18'-4" I 00 Ln 0 o X (N)GA� (N)ELEQ.[- PANEL WINDOWSILL 6 S.F. AREA #14 6 S.F. 39'-3" '-0" 10'-11" 1'-0" 13'-1" 1'-0" 11'-3" lo 1'-0 - ------�}P--------- - --------------------- TEL: (408) 930-5628 ------------------- liangwang0l@yahoo.com - EMAIL: 2R W N W N 00 > N r Z W a�L0 a ° Q Z 0 z a J a CD M ■ r V a 1ST FLOOR PLAN DATE: 12/14/17 JOB NO. ISSUE & REVISION 07/01/18 PLANNING SUB. °a ° a ADD LANDSCAPE 1� � GIAN'S COMMENT 2 ° a ° Q a a a 6 a a a ° 7 D ° N LANDING ° 8 9 10 CONC ISLAB a ° SHEET NO. All DRAWN BY: JL W-11" X28'-5" ° a ° ° a a ° lol a Q a o °a ° zn ° °a (N)5'0'X4'6" (N)6 '0„X8 0„ _ N -1 zi SLIDING Qa TEMP. G. a EGR SS SLIDING DR. N (4)1'3"X8'0" (N)8'0"X8'0" (N)1'3"X8'0" FIXED SLIDING FIXED (N) REF. /W EMP. GL. TEMP. GL. TEMP. GL. 25-8 1 (N) BEDROOM #1 0 O =� ^1 HDWD o 00 HDWD r7 1 1 = (N) FAMILY RM. 1 z I HDWD 1 �- 2'-4" 2'4" 2'-5" 2'-8" 4' - 3'-6" ol 10 ^1 Ns v 00 (N) ISLAND L_ 1 0 O - �, 6'- 0„ L0 1 10'� N 2'-5„ 21 '-4„ 4„ 0 C 10 -4' 5'-0" 'AT -�1 (acTt (-ICES\ -I w i 3,_2„ 4,_6„ -I N N COAT CO o S. DR E I HDWD (N) DINING RM. _ (N THANKLESS (N)FUR. HDWD C W.H. oo 4 -1 5'-5" 6'--9" 2R N 3'0"X8'0" 10 +. 2'-11 " DR. (N) LANDING 18'-0" CONC. SLAB o 7„ N 0 1 Ln 0 N 1 (N) LIVING RM. 0 Ln (N) 2 CAR GARAGE HDWD CONC. SLAB (N) 6'0"X8'0" �I R. D R 20'-0" 0' 6 112'-6" 7'- 9 11" WINDOWSILL '; N PORCH ti 0 (N) 16'0"X8'0" GARAGE DO PR CO C. SLAB �+ ��i/ ��4'0"X5 0= Q . 0 a El FIXED 1 TEMP.GL. UP 1 - - - - - - 2R---- ---- j 2'-5" 16'-0" 1'-6"1'-11" 5'-5" 2'-1" 7"1'-7" 4'-11" 1'-7' 39'-3" PROPOSED 1ST FLOOR PLAN SCALE : 1/4" = 1'-0" 0 *0�7V. REF NORTH CONTRACTOR: T.B.D. DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com OWNER: MR. LIANG WANG TEL: (408) 930-5628 EMAIL: liangwang0l@yahoo.com MR. LIHONG ZHONG EMAIL: lesliezhong@gmail.com W N W N 00 > N r Z W a�L0 zQ Q Z 0 z Lu J a CD M ■ r V PROPOSED 1ST FLOOR PLAN DATE: 12/14/17 JOB NO. ISSUE & REVISION 07/01/18 PLANNING SUB. 10/01/18 ADD LANDSCAPE 1� 10/19/18 GIAN'S COMMENT 2 3 4 5 6 7 8 9 10 SHEET NO. All DRAWN BY: JL WALL LEGEND EXISTING CONSTRUCTION TO REMAIN (N) FURRED WALL / COLUMN. NEW WOOD FRAMING WALL OUT OF 2X4 WOOD STUDS @ 16" O.C. AND IN THE EXTERIOR STUCCO 7/8" MIN. STUCCO 0/ METAL LATH 0/ TWO LAYERS OF GRADE 'D' BLDG. PAPER 0/ PLYWOOD. NEW 2X4 WOOD STUDS @ 16" O.C. W/ 1/2" THK. GYP. BD. ON THE BOTH SIDES NEW 2X4 WOOD STUDS @ 16" O.C. W/ 1/2" THK. GYP. BID. ON THE BOTH SIDES USE WONDER BD. OR DUROCK AS BACKING MATERIAL AND WATER PROOFED MATERIAL. • GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK @ INTERIOR SIDE. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS @ 16" O.C. W/ 7/8" STUCCO @ EXTERIOR SIDE. S. G. SAFETY GLAZING WINDOW/TEMPERED GLASS - --I I �Xi I CRAWL ACCESS 18"X24" MIN. (2016 CRC SEC. R408.2) ATTIC ACCESS 22"X30" MIN. (2016 CRC SEC. R5017) A HEAD ROOM CLEAR HEIGHT IN A ATTIC AT LEAST 30" L - � AT THE ATTIC ACCESS" WINDOW LIGHT / VENT CAL NOTES TO WINDOW AND DOOR 1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET CLEAR AREA IS 5.7 S.F. MIN., (5 S.F. MIIN. IF THEY ARE WITHIN 44 INCHES ABOVE OR BELOW GRADE, HIGHT 24 INCHES MIN., WIDTH 20 INCHES MIN., AND BOTTOM, CLEAR OPENING 44 INCHES MAX. ABOVE FLOOR. (2016 CRC SEC 310.) 2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE SHALL HAVE THE LOWEST PART OF THE OPENING PORTION AT LEAST 24 INCHES ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE (2016 CRC SEC. R612.2). 3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED NATURAL LIGHT (8%)VENTILATION (4%). (2016 CRC SEC. R303.1) 4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS 5. A PERMANENT LABEL PER CBC SEC. 2406.4 SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. 6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7) LANDINGS MAY BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3 (CBC 1008.1.6). THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A 3/4 INCH THRESHOLD. NOTES TO BUILDING 1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET (2440 MM) FROM EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25 FEET (7620 MM) ON CENTER. (2016 CRC R602.12.1.2) 2. IN R-3 AND U OCCUPANCIES, NO OPENINGS ARE ALLOWED IN WALLS 3 FEET OR CLOSER TO PROPERTY LINE, OPENINGS IN WALLS BETWEEN 3 FEET AND UP TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25 % OF WALL AREA. ALL WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE RESISTIVE CONSTRUCTION, (2016 CRC TABLE 302.1). EAVES MUST BE PROTECTED IF ANY PART OF THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED. THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE PROPERTY LINE, BUT NO CLOSER. 3. PROVIDE 2X6 @ ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON STRUCTURE DWG. 4. PLATE WASHERS, A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8 MM BY 76 MM BY 76 MM) IN SIZE, SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. (2016 CRC R602.11.1) 5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048MM). (2016 CRC R401.3) 6. DUCTS WITHIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN NO. 26 GAUGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE. (2016 CRC SEC. R302.5.2) 7. HABITABLE SPACES WITNIN A DWELLING UNIT, OTHER THAN KITCHENS, SHALL NOT BE LESS THAN 7 -FEET IN ANY DIRECTION AND HAVE A MINIMUM OF 70 SQUARE FEET OF FLOOR AREA (EXCEPT KITCHENS). (2016 CRC SEC. R304.) 8. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS LOCATIONS AS SPECIFIED IN. (2016 CRC SEC. R308.4.) 9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6 -FEET ABOVE THE FLOOR. (2016 CRC SEC. R307.) 10. PROVIDE AN APPROVED ATTIC ACCESS 22"X30" WITH 30 INCHES MINIMUM VERTICAL HEADROOM. (2016 CRC SEC. R807.) 11. ENCLOSED ACCESSIBLE SPACE NUDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSE SIDE WITH 1/2 INCH GYPSUM BOARD. (2016 CRC SEC. R302.7) 12. PROVIDE ATTIC VENTILATION AS PER (2016 CRC SEC. R806 AND THE CALIFORNIA ENERGY STANDARDS COMMISSION.) 13. FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S INSRUCTIONS AS PER (2016 CRC SEC. R1004 AND R1005.) WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOLITAN AIR QUALITY MANAGEMENT DISTRICT (SMAQMD) NEED APPROVAL FROM SMAQMD. (916-874-4884). 14. PROVIDE UNDER FLOOR CLEARANCES AS PER 2010 CRC SECTION R317. A MINIMUM OF 12" CLEARANCE TO UNDER FLOOR GIRDERS AND 18" CLEARANCE TO FLOOR JOISTS IS REQUIRED UNLESS PRESERVATIVE -TREATED WOOD OR WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED. A MINIMUM 18 -INCH BY 24 -INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE. (2016 CRC SEC. R408.4.) 15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING. (2016 CRC SEC. R302.11.) 16. ALL GYPSUM BOARD, STUCCO, PLASTER, AND LATH SHALL BE INSTALLED. (2016 CRC CHAPTER 7.) 17. EXTERIOR WALL COVERINGS SHALL BE APPLIED. (2016 CRC SEC. R703.) 18. ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED APARK ARRESTER. (2016 CRC R1003.9.1) 19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. (2016 CRC R307.1) 20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR. (2016 CRC R307.2) 21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 MM). (2016 CRC R401.3) GARAGE NOTES 2 3 GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK @ INTERIOR SIDE. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS @ 16" O.C. W/ 7/8" STUCCO @ EXTERIOR SIDE. ALL DRYWALL SEAMS MUST BE TAPED/ FINISHED WITH JOINT COMPOUND AND SOME JURISDICTIONS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THIS PURPOSE. 4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/ DAMAGED DRYWALL SECTIONS ,ANY PENETRATION MUST BE SEALED (FIRE RATED CAULKING WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES, AIR DUCTS, DOOR FRAMES, ECT). 5. ENTRY DOORS FROM THE GARAGE INTO THE HOUSE AT LEAST 20 MINUTE FIRE RESISTANCE RATED OR 1 3/8" SOLID CORE DOORS. 6. DOORS REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT BARRIER BETWEEN THE GARAGE AND A LIVING QUARTERS. 7. THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED FOR SLEEPING PURPOSES. 8. A FORCED AIR HEATING SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE WITH A REGISTER (SUPPLY OR RETURN) OPEN IN THE GARAGE. THE AIR DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING. METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26 GA. STEEL, NO PLASTIC OR ALUMINUM (THIN WALL OR FLEXIBLE TYPE) VENT HOSES PENETRATING THE SEPARATION WALLS ARE PERMITTED - IF THERE'S NO OTHER WAY TO RUN THOSE VENT PIPES, INSULATE IT, BOX IT OUT AND FINISH IT WITH 5/8 DRYWALL (TYPE X, TAPED) 9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS. 10. ATTIC ACCESS INSTALLED IN THE GARAGE. THE GARAGE FIRE WALL/ HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF DECKING OR GARAGE SECTION SHOULD HAVE A 5/8" DRYWALL CEILING INSTALLED. 11. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18" ABOVE THE FLOOR. T 0 a N 8•_5• AREA #3 26 S.F. WIN OWSI L S.F. 6'_7„ WINDOWSILL 5 S.F. 6'_8" 7'-11" \ 12'-0" ol (N)2'0"X3'0 / N \ \ MP GL. / (N) BALCONY / L----- - - TILE / 5-11" /Ln o o / J x z" m J ^I / it o o J : (N)6,0„X8,0„ o\ Co Lij TEMP. GL. xCD Ln SLIDING DR. / o Ssl�\\ \\_ / N (N) M. BEDROOM \ / / HDWD \ }\L IQ,= N CLO. 0 / \\ Ln \ ln HDWDN x \\ \ \ 2'-10" 2'-8' 5'-9' _ \ Cna- / -, LJ \ I _J 11„ 5°_0$ \ I x o 7/ I \ ln \^ N J \ \ �\Ln x CD Ln / x CD < ^ W / covj� I me N i� \ / -I \ N CLO. _ � _ z / / / 03 ;.0 / \ HDWD I (N) CLO.:z 2'-2" \ \ \ / / o N HDWD N E =F_ / /w \ / ."o" o / J 6 -5 rt2-g" 11" 4'-6" 2'-5" x cJ� _� \ \ / / CoLj N BEDROOM (N) BEDROOM 2 \/ / \ HDWD \ HDWD o /o \ / \ / xCD CN C0 z w \ N / o (N)WINDOWSILL (N)WINDOWSILL \ \ / (N)5'0"X4'6" (N)5'0"X4'6" \ / SLIDING SLIDING \ / TEMP. GL. TEMP. GL. \ / / 2,_2» 6,_7„ 4, 2„ 6,_8„ 2,_7„ \ ol ol 22'-2" I I I I PROPOSED 2ND FLOOR PLAN ELEV. REF NORTH SCALE : 1/4" = 1'-0" I I I I I I I I I I CONTRACTOR: T.B.D. VENTILATION LIGHTING 6805 WESTMOOR WAY ROOM NAME AND LOCATION ROOM SIZE (S. F.) AREA REQ'D - (4%) OR 5 S.F. MIN. AREA REQ'D - (8%) OR 10 S.F. MIN. PROVIDED WINDOW AREA (S.F.) TEL: (408) 930-5628 EMAIL: liangwang0l@yahoo.com MR. LIHONG ZHONG EMAIL: lesliezhong@gmail.com ■ W N W N 00 > N r Z W r a�L0 Z ♦Q♦ Q V Z p z aU,w LuCD J IT a ■ � V PROPOSED 2ND FLOOR PLAN DATE: 12/14/17 JOB NO. ISSUE & REVISION 07/01/18 PLANNING SUB. 10/01/18 ADD LANDSCAPE 1� 10/19/18 GIAN'S COMMENT 2 3 NOTES TO WINDOW AND DOOR 1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET CLEAR AREA IS 5.7 S.F. MIN., (5 S.F. MIIN. IF THEY ARE WITHIN 44 INCHES ABOVE OR BELOW GRADE, HIGHT 24 INCHES MIN., WIDTH 20 INCHES MIN., AND BOTTOM, CLEAR OPENING 44 INCHES MAX. ABOVE FLOOR. (2016 CRC SEC 310.) 2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE SHALL HAVE THE LOWEST PART OF THE OPENING PORTION AT LEAST 24 INCHES ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE (2016 CRC SEC. R612.2). 3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED NATURAL LIGHT (8%)VENTILATION (4%). (2016 CRC SEC. R303.1) 4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS 5. A PERMANENT LABEL PER CBC SEC. 2406.4 SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. 6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7) LANDINGS MAY BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3 (CBC 1008.1.6). THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A 3/4 INCH THRESHOLD. NOTES TO BUILDING 1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET (2440 MM) FROM EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25 FEET (7620 MM) ON CENTER. (2016 CRC R602.12.1.2) 2. IN R-3 AND U OCCUPANCIES, NO OPENINGS ARE ALLOWED IN WALLS 3 FEET OR CLOSER TO PROPERTY LINE, OPENINGS IN WALLS BETWEEN 3 FEET AND UP TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25 % OF WALL AREA. ALL WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE RESISTIVE CONSTRUCTION, (2016 CRC TABLE 302.1). EAVES MUST BE PROTECTED IF ANY PART OF THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED. THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE PROPERTY LINE, BUT NO CLOSER. 3. PROVIDE 2X6 @ ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON STRUCTURE DWG. 4. PLATE WASHERS, A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8 MM BY 76 MM BY 76 MM) IN SIZE, SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. (2016 CRC R602.11.1) 5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048MM). (2016 CRC R401.3) 6. DUCTS WITHIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN NO. 26 GAUGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE. (2016 CRC SEC. R302.5.2) 7. HABITABLE SPACES WITNIN A DWELLING UNIT, OTHER THAN KITCHENS, SHALL NOT BE LESS THAN 7 -FEET IN ANY DIRECTION AND HAVE A MINIMUM OF 70 SQUARE FEET OF FLOOR AREA (EXCEPT KITCHENS). (2016 CRC SEC. R304.) 8. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS LOCATIONS AS SPECIFIED IN. (2016 CRC SEC. R308.4.) 9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6 -FEET ABOVE THE FLOOR. (2016 CRC SEC. R307.) 10. PROVIDE AN APPROVED ATTIC ACCESS 22"X30" WITH 30 INCHES MINIMUM VERTICAL HEADROOM. (2016 CRC SEC. R807.) 11. ENCLOSED ACCESSIBLE SPACE NUDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSE SIDE WITH 1/2 INCH GYPSUM BOARD. (2016 CRC SEC. R302.7) 12. PROVIDE ATTIC VENTILATION AS PER (2016 CRC SEC. R806 AND THE CALIFORNIA ENERGY STANDARDS COMMISSION.) 13. FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S INSRUCTIONS AS PER (2016 CRC SEC. R1004 AND R1005.) WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOLITAN AIR QUALITY MANAGEMENT DISTRICT (SMAQMD) NEED APPROVAL FROM SMAQMD. (916-874-4884). 14. PROVIDE UNDER FLOOR CLEARANCES AS PER 2010 CRC SECTION R317. A MINIMUM OF 12" CLEARANCE TO UNDER FLOOR GIRDERS AND 18" CLEARANCE TO FLOOR JOISTS IS REQUIRED UNLESS PRESERVATIVE -TREATED WOOD OR WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED. A MINIMUM 18 -INCH BY 24 -INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE. (2016 CRC SEC. R408.4.) 15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING. (2016 CRC SEC. R302.11.) 16. ALL GYPSUM BOARD, STUCCO, PLASTER, AND LATH SHALL BE INSTALLED. (2016 CRC CHAPTER 7.) 17. EXTERIOR WALL COVERINGS SHALL BE APPLIED. (2016 CRC SEC. R703.) 18. ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED APARK ARRESTER. (2016 CRC R1003.9.1) 19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. (2016 CRC R307.1) 20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR. (2016 CRC R307.2) 21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 MM). (2016 CRC R401.3) GARAGE NOTES 2 3 GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK @ INTERIOR SIDE. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS @ 16" O.C. W/ 7/8" STUCCO @ EXTERIOR SIDE. ALL DRYWALL SEAMS MUST BE TAPED/ FINISHED WITH JOINT COMPOUND AND SOME JURISDICTIONS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THIS PURPOSE. 4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/ DAMAGED DRYWALL SECTIONS ,ANY PENETRATION MUST BE SEALED (FIRE RATED CAULKING WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES, AIR DUCTS, DOOR FRAMES, ECT). 5. ENTRY DOORS FROM THE GARAGE INTO THE HOUSE AT LEAST 20 MINUTE FIRE RESISTANCE RATED OR 1 3/8" SOLID CORE DOORS. 6. DOORS REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT BARRIER BETWEEN THE GARAGE AND A LIVING QUARTERS. 7. THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED FOR SLEEPING PURPOSES. 8. A FORCED AIR HEATING SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE WITH A REGISTER (SUPPLY OR RETURN) OPEN IN THE GARAGE. THE AIR DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING. METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26 GA. STEEL, NO PLASTIC OR ALUMINUM (THIN WALL OR FLEXIBLE TYPE) VENT HOSES PENETRATING THE SEPARATION WALLS ARE PERMITTED - IF THERE'S NO OTHER WAY TO RUN THOSE VENT PIPES, INSULATE IT, BOX IT OUT AND FINISH IT WITH 5/8 DRYWALL (TYPE X, TAPED) 9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS. 10. ATTIC ACCESS INSTALLED IN THE GARAGE. THE GARAGE FIRE WALL/ HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF DECKING OR GARAGE SECTION SHOULD HAVE A 5/8" DRYWALL CEILING INSTALLED. 11. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18" ABOVE THE FLOOR. T 0 a N 8•_5• AREA #3 26 S.F. WIN OWSI L S.F. 6'_7„ WINDOWSILL 5 S.F. 6'_8" 7'-11" \ 12'-0" ol (N)2'0"X3'0 / N \ \ MP GL. / (N) BALCONY / L----- - - TILE / 5-11" /Ln o o / J x z" m J ^I / it o o J : (N)6,0„X8,0„ o\ Co Lij TEMP. GL. xCD Ln SLIDING DR. / o Ssl�\\ \\_ / N (N) M. BEDROOM \ / / HDWD \ }\L IQ,= N CLO. 0 / \\ Ln \ ln HDWDN x \\ \ \ 2'-10" 2'-8' 5'-9' _ \ Cna- / -, LJ \ I _J 11„ 5°_0$ \ I x o 7/ I \ ln \^ N J \ \ �\Ln x CD Ln / x CD < ^ W / covj� I me N i� \ / -I \ N CLO. _ � _ z / / / 03 ;.0 / \ HDWD I (N) CLO.:z 2'-2" \ \ \ / / o N HDWD N E =F_ / /w \ / ."o" o / J 6 -5 rt2-g" 11" 4'-6" 2'-5" x cJ� _� \ \ / / CoLj N BEDROOM (N) BEDROOM 2 \/ / \ HDWD \ HDWD o /o \ / \ / xCD CN C0 z w \ N / o (N)WINDOWSILL (N)WINDOWSILL \ \ / (N)5'0"X4'6" (N)5'0"X4'6" \ / SLIDING SLIDING \ / TEMP. GL. TEMP. GL. \ / / 2,_2» 6,_7„ 4, 2„ 6,_8„ 2,_7„ \ ol ol 22'-2" I I I I PROPOSED 2ND FLOOR PLAN ELEV. REF NORTH SCALE : 1/4" = 1'-0" I I I I I I I I I I CONTRACTOR: T.B.D. DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com OWNER: MR. LIANG WANG TEL: (408) 930-5628 EMAIL: liangwang0l@yahoo.com MR. LIHONG ZHONG EMAIL: lesliezhong@gmail.com ■ W N W N 00 > N r Z W r a�L0 Z ♦Q♦ Q V Z p z aU,w LuCD J IT a ■ � V PROPOSED 2ND FLOOR PLAN DATE: 12/14/17 JOB NO. ISSUE & REVISION 07/01/18 PLANNING SUB. 10/01/18 ADD LANDSCAPE 1� 10/19/18 GIAN'S COMMENT 2 3 4 5 6 7 8 9 10 SHEET NO. A2m2 DRAWN BY: JL 00 I N N I Lo N i 28' MAX. HEIGHT ----------------- PROPERTY LINE * ROOFING MATERIAL SHALL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. * WALL PAINT KELLY-MOORE KM3502-2 PROPERTY LINE * CEM. TILES.@4-12 PITCH (TYP.) MOUDLING & TRIM KELLY-MOORE KM3452-2 * CLASS A ROOFING MATERIAL (REQUIRED BY MUNI. CODE SEC. 16.06.080) TOP OF RIDGE a4 4 2 00 � I 2ND FL. TOP OF PLATE o� 0 I L�j Ln I U(N N (N) N 2ND FL. SUBFLOOR GARAGE / TOP OF PLATE N (N) ENCE 0 I o 0 0 o I y 10455 H.E. O � C O � C 1 0 I L�j L �(N J U(N (N) (N 6805 WESTMOOR WAY y 10455 H.E. O � C O � C 1 * TWO LAYERS OF 15# FELT FOR ROOF CEM. TILES STUCCO WALL (N) CHIMNEY \ N 0 N 0 0 (N) FENCE � 0 (N) (N) CARS GA GE I OR LINE N o 0 THE NATURAL (EXISTING) GRADE LINE CURB LINE (N) LANDING * PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (2010 CRC SEC. R 703.7.2.1) *CRAWL SPACE VENTS DO NOT FOUNDATION VENT NO.01-NO.04 WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. OCCUR IN SHEAR WALLS. TOP OF RIDGE 2ND FL. TOP OF PLATE 2ND FL. SUBFLOOR 0 GARAGE TOP OF PLATE 0 I * TWO LAYERS OF 15# FELT FOR ROOF CEM. TILES STUCCO WALL TOP OF RIDGE 00 I 2ND FL. TOP OF PLATE 0 I I � 28' MAX. HEIGHT---------------------------------- * WALL PAINT KELLY-MOORE KM3502-2 * ROOFING MATERIAL SHALL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. PROPERTY LINE MOUDLING & TRIM KELLY-MOORE KM3452-2 * CEM. TILES.@612 PITCH (TYP.) PROPERTY LINE * CLASS A ROOFING MATERIAL (REQUIRED BY MUNI. CODE SEC. 16.06.080) a4 4� * TWO LAYERS OF 15# FELT FOR ROOF CEM. TILES STUCCO WALL (N) CHIMNEY / I / 0 1 / o � (N) FENCE 0 (N) 0 I L�j L�(NJ * TWO LAYERS OF 15# FELT FOR ROOF CEM. TILES STUCCO WALL (N) CHIMNEY \ N 0 N 0 0 (N) FENCE � 0 (N) (N) CARS GA GE I OR LINE N o 0 THE NATURAL (EXISTING) GRADE LINE CURB LINE (N) LANDING * PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (2010 CRC SEC. R 703.7.2.1) *CRAWL SPACE VENTS DO NOT FOUNDATION VENT NO.01-NO.04 WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. OCCUR IN SHEAR WALLS. TOP OF RIDGE 2ND FL. TOP OF PLATE 2ND FL. SUBFLOOR 0 GARAGE TOP OF PLATE 0 I * TWO LAYERS OF 15# FELT FOR ROOF CEM. TILES STUCCO WALL TOP OF RIDGE 00 I 2ND FL. TOP OF PLATE 0 I I � 28' MAX. HEIGHT---------------------------------- * WALL PAINT KELLY-MOORE KM3502-2 * ROOFING MATERIAL SHALL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. PROPERTY LINE MOUDLING & TRIM KELLY-MOORE KM3452-2 * CEM. TILES.@612 PITCH (TYP.) PROPERTY LINE * CLASS A ROOFING MATERIAL (REQUIRED BY MUNI. CODE SEC. 16.06.080) a4 4� * TWO LAYERS OF 15# FELT FOR ROOF CEM. TILES STUCCO WALL (N) CHIMNEY / I / 0 1 / o � (N) FENCE 0 (N) 0 I 0 I - D I (N) U(N (N) (N 0 I I TOP OF PLATE \ \ \ FLOOR LINE (N) FENCE 1 ST FL. TOP OF PLATE �I N 0 I - D I (N) DRAFTER Jack Lin 6805 WESTMOOR WAY I TOP OF PLATE \ \ \ FLOOR LINE (N) FENCE 1 ST FL. TOP OF PLATE �I N 0 I 0 I I THE ATURAL (EXISTING) GRADE LINE (N) LANDING CURB LINE (N) LANDING FOUNDATION VENT NO.05-NO.11 *CRAWL SPACE VENTS DO NOT * PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (2010 CRC SEC. R 703.7.2.1) OCCUR IN SHEAR WALLS. WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. 1ST FL. o UBFLOOR 1 6 %0 1 1 ST FL. TOP OF PLATE N 0 N 1 ST FL. SU FLOOR 0 I 2 1/4"=V-0" 1/4"=V-0" EAST ELEVATION WEST ELEVATION CONTRACTOR: 0 I - D I o 0 I 0 I I THE ATURAL (EXISTING) GRADE LINE (N) LANDING CURB LINE (N) LANDING FOUNDATION VENT NO.05-NO.11 *CRAWL SPACE VENTS DO NOT * PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (2010 CRC SEC. R 703.7.2.1) OCCUR IN SHEAR WALLS. WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. 1ST FL. o UBFLOOR 1 6 %0 1 1 ST FL. TOP OF PLATE N 0 N 1 ST FL. SU FLOOR 0 I 2 1/4"=V-0" 1/4"=V-0" EAST ELEVATION WEST ELEVATION CONTRACTOR: T.B.D. DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com OWNER: MR. LIANG WANG TEL: (408) 930-5628 EMAIL: liangwang0l@yahoo.com MR. LIHONG ZHONG EMAIL: lesliezhong@gmail.com ui W w W N > CIDN N 0 Q Z w r a�L0 z 0 z0 z L a Lo J Lu a 0♦ ■ � U ELEVATIONS DATE: 12/14/17 JOB NO. ISSUE & REVISION 07/01/18 PLANNING SUB. 10/01/18 ADD LANDSCAPE 1� 10/19/18 GIAN'S COMMENT 2 3 4 5 6 7 8 9 10 SHEET NO. All DRAWN BY: JL 28' MAX. HEIGHT X.* WALL PAINT KELLY—MOORE KM3502-2 * ROOFING MATERIAL SHALL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. 07 PROPERTY LINE * TWO LAYERS OF 15# FELT FOR ROOF MOUDLING & TRIM KELLY—MOORE KM3452-2 PROPERTY LINE I CEM. TILES * CEM. 7LES.@6-12 PITCH (TYP.) 'q I STUCCO WALL * CLASS A ROOFING MATERIAL (REQUIRED BY MUNI. CODE SEC. 16.06.080) TOP OF RIDGE I 2ND FL. TOP OF PLATE .0. 2ND FL. SUBFL00 00 O I GARAGE N TOP OF PLATE I- 0 I / N / I / N / I / N R / N a4 12 0 Ex \\ 0 \\ 0 \\ 0 \\ \\ (N) C H I M (N) (N) (N) (N) (N) O I I I I in Lo in 0 H, E -Ln \\ \\ W.P (N) N (N) 0 FLOOR SINE THE NATURAL (EXISTING) GRADE LINE 0 I rl) 4r-- 12 0 I (N) FENCE FOUNDATION VENT NO.12—NO.15 * PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (2010 CRC SEC. R 703.7.2.1) WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. 28' MAX. HEIGHT * ROOFING MATERIAL SHALL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. * WALL PAINT KELLY—MOORS KM3502-2 Lo PROPERTY LINE MOUDLING & TRIM KELLY—MOORE KM3452-2 * TWO LAYERS OF 15# FELT FOR ROOF PROPERTY LINE * CEM. TILES.@6-12 PITCH (TYP.) CEM. TILES * CLASS A ROOFING MATERIAL (REQUIRED BY MUNI. CODE SEC. 16.06.080) STUCCO WALL a4 4� 00 TOP OF RIDGE \ / p A\ \\ 0 A\ 0 A\ O \ \ 0 / 00 \ / (N) (N) (N) (N) A \ N \ / O O O O \ n \ \ 21 0I 1 ST FL. N of TOP OF PLATE N I I I o (E) FENCE I I H. E. \\ Ln Ln \\ H.E. o W.P W.P (N) (N) >>II 0 (N) O GAS. METE' I_ 0 10 co o I \ r� r� r� I ❑ I 1ST FL. 4 FLOOR LINE SUBFLOOR 0 0 0 0 0 0 (N o CO (N) ELEC. PANEL�THE NATURAL (EXISTING) GRADE LINE 15"X24" 200 AMP. * PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (2010 CRC SEC. R 703.7.2.1) FOUNDATION VENT NO.12-NO.15 WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. 2 L0 rD 00 I r� TOP OF RIDGE 0 1 ST FL. I TOP OF PLATE of N 1 ST FL. SUBFLOOR NORTH ELEVATION Ln ro TOP OF RIDGE 00 rn 2ND FL. TOP OF PLATE i D FL. SUBFLOOR `V 0 GARAGE. I N TOP OF PLATE 0 SOUTH ELEVATION CONTRACTOR: T.B.D. DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com OWNER: MR. LIANG WANG TEL: (408) 930-5628 EMAIL: liangwang0l@yahoo.com MR. LIHONG ZHONG EMAIL: lesliezhong@gmail.com ■ ui W W N N > 00 N 0 Q Z w r a�L0 ZQ a Z O Z P J Lua 0 ■ � ♦_♦ U ELEVATIONS DATE: 12/14/17 JOB NO. ISSUE & REVISION 07/01/18 PLANNING SUB. 10/01/18 ADD LANDSCAPE 1� 10/19/18 GIAN'S COMMENT 2 3 4 5 6 7 8 9 10 SHEET NO. A3m2 DRAWN BY: JL (N) 2ND FL. ROOF PLAN SCALE : 1/4" = 1'-0" my ELEV. REF NORTH (N) 1ST FLOOR ROOF PLAN ELEV. REF SCALE : 1/4" = 1'-0" NORTH CONTRACTOR: T.B.D. DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com OWNER: MR. LIANG WANG TEL: (408) 930-5628 EMAIL: liangwang0l@yahoo.com MR. LIHONG ZHONG EMAIL: lesliezhong@gmail.com (/i W W N N > 000 N r Z w a�L0 ZQ a Z O Z P J a o � ' � DC v ROOF REF. DATE: 12/14/17 JOB NO. ISSUE & REVISION 07/01/18 PLANNING SUB. 10/01/18 ADD LANDSCAPE 1 2 3 4 5 6 7 8 9 10 SHEET NO. A3.3 DRAWN BY: JL MON I I I I I �o I I F� NORTH. F° I I 44.21' F� BC -- -- BW off— -- 0 CATCH BASIN CMP CORRUGATED METAL PIPE RIDGE=115.89E RIDGE= 114.501 0 00� 7"TREE 5"TREE DRIVEWAY SHED EDGE OF CONCRETE EM ELECTRIC METER 0 EDGE OF PAVEMENT FCOR FENCE CORNER FD 00 0001 G FL FLOW LINE FH FIRE HYDRANT o°. FRONT OF WALK G GROUND c, 10"TREE-J- °) o . GF GARAGE FACE/FRONT GFC GROUND AT FENCE GM o 000 � 000 000 HANDICAP RAMP INV INVERT IP IRON PIPE 00000q oo. d LG Ln "OR�NG OVERHEAD ad ° Q ��a ° �� PROPERTY CORNER o RETAINING WALL SL I ° SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE SDMH 0 f TBC TOP BACK ROLLED CURB TC TOP OF CURB TOB TOP OF BANK TOE ° F TOP OF PAVEMENT TRC TOP OF ROLLED CURB TW TOP OF WALL U/G UNDERGROUND VCP VITRIFIED CLAY PIPE WV 10455 ORANGE AVENUE EXISTING HOUSE 10445 ORANGE AVENUE EXISTING HOUSE I I I I EXISTING HOUSE ASPHALT CONCRETE BC GI BW FF = 101.29E CB CATCH BASIN CMP CORRUGATED METAL PIPE RIDGE=115.89E RIDGE= 114.501 CRN o o DRIVEWAY RIDGE=115.55E EDGE OF CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT FCOR FENCE CORNER FD FOUND 0001 FINISHED FLOOR FL FLOW LINE FH FIRE HYDRANT FW FRONT OF WALK G GROUND GC GARAGE CORNER GF GARAGE FACE/FRONT GFC GROUND AT FENCE GM GAS METER HCR HANDICAP RAMP INV INVERT IP IRON PIPE JP JOINT POLE LG LIP OF GUTTER 0/H OVERHEAD PC PROPERTY CORNER RW RETAINING WALL SL I ° SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE SDMH 0 f TBC TOP BACK ROLLED CURB TC TOP OF CURB TOB TOP OF BANK TOE ° TP TOP OF PAVEMENT TRC TOP OF ROLLED CURB TW TOP OF WALL U/G UNDERGROUND VCP VITRIFIED CLAY PIPE WV WATER VALVE WM or V � CABLE TELEVISION LINE -E- ELECTRICAL LINE -G- GAS LINE -SS- SANITARY SEWER LINE �I ° a �G TELEPHONE LINE -W- WATER LINE BASIS OF BEARINGS: THE BEARING, ° U) w THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, 01 a %AREA = 5,429±SQ.FT. ��G� BASIS OF ELEVATION: $ TBM ELEV=100.00 (ASSUMED) UTILITY NOTE: UNDERGROUND UTILITIES. SHOWN PER co MAY BE DIFFERENT THAN AS SHOWN. BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT (USA) 1-800-642-2444. NOTE: 1. MEASUREMENT BUSH ��o co�� STUCCO OR SIDING .4 i i 4 a 01 5"TREE(S o� 0 40 C96 3'T�EEI o 5 TREE 12"TREE-0 7"TREE � 6"TREE C�? ool��-� a d 4 d J P — ° --�-- ooze a GN a — ° a " NORTH. o��e �°5 1' a ° A Co - a a ° oATT \P_ oo. WM N Q 4 d 4 Q ° 4 cm, o0 oe 000�Q ��Q o �o°��e oo MON-MON 271.00' PER 371-M-4 0 EM 100.00 + o ORANGE AVENUE I MON-MON 78.95' PER 371-M-4 w z w T I I I I I I I I I I MON LEGEND: AC ASPHALT CONCRETE BC BUILDING CORNER BW BACK OF WALK CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEAN OUT CRN CROWN DW DRIVEWAY EC EDGE OF CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT FCOR FENCE CORNER FD FOUND FF FINISHED FLOOR FL FLOW LINE FH FIRE HYDRANT FW FRONT OF WALK G GROUND GC GARAGE CORNER GF GARAGE FACE/FRONT GFC GROUND AT FENCE GM GAS METER HCR HANDICAP RAMP INV INVERT IP IRON PIPE JP JOINT POLE LG LIP OF GUTTER 0/H OVERHEAD PC PROPERTY CORNER RW RETAINING WALL SL STREET LIGHT SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE SDMH STORM DRAIN MANHOLE TBC TOP BACK ROLLED CURB TC TOP OF CURB TOB TOP OF BANK TOE TOE OF BANK TP TOP OF PAVEMENT TRC TOP OF ROLLED CURB TW TOP OF WALL U/G UNDERGROUND VCP VITRIFIED CLAY PIPE WV WATER VALVE WM WATER METER BOX -CTV- CABLE TELEVISION LINE -E- ELECTRICAL LINE -G- GAS LINE -SS- SANITARY SEWER LINE -SD- STORM DRAIN LINE -T- TELEPHONE LINE -W- WATER LINE BASIS OF BEARINGS: THE BEARING, NORTH, OF THE MONUMENT LINE OF ORANGE AVENUE, AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, IN BOOK 371 OF MAPS AT PAGE 4, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. BASIS OF ELEVATION: $ TBM ELEV=100.00 (ASSUMED) UTILITY NOTE: UNDERGROUND UTILITIES. SHOWN PER SURFACE EVIDENCE AND RECORD MAPS. MAY BE DIFFERENT THAN AS SHOWN. BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT (USA) 1-800-642-2444. NOTE: 1. MEASUREMENT OF BUILDING LINE IS TO THE FACE OF STUCCO OR SIDING WANG RESIDENCE 10455 ORANGE AVENUE CUPERTINO, CA APN: 357-14-020 W E C & A S S O C I A T E S 2625 MIDDLEFIELD RD k658 PALO ALTA CA 94306 TEL: (650) 823-6466 FAX: (650) 887-1294 LICENSE STAMPS AND SIGNATURE 9 �Na L• a235 ISSUED DATE: FEB 20, 2018 SCALE: 1"=10' DRAWN: BG JOB: 10078 SHEET TITLE: BOUNDARY& TOPOGRAPHIC SURVEY SHEET NO. coo WEC 6' TALL WOOD FENCE ON PROPERTY LINE 4" METAL LANDSCAPE EDGING PA = PLANTING PA AREA 6' TALL WOOD FENCE 2 AT PROPERTY LINE L-2 ?t 3" OI 5" / o ORXNGE / EJ = 1/2" EXPANSION JOINT, TOP WITH MASTIC, TYPICAL PA CONCRETE PAVING 36" WIDE WOOD GATE TO MATCH FENCE L 8„ �, I \ SYZYGIUM 8„ �, I \ SYZYGIUM / PA / /��.%.0 �RRYy.""."�CH� RY` ... 1o'.. _ .. .... — gOD LVyN %- .r.W..W...W.4.W.W.4. +W. -.W.4. -.W y Wi4LLW-� 101 J 2% J TRIADICA M EJ DRAINRAVING / TOWARDS , X 3" PLANTING ARBA— — L ® ORANGE TYPICAL WMi, SAI • I 3" L 3 EJ 2' I EJ �k 0 UR ToR. FF 101.12 I—FF 101 c / 3„ PA 20' SETBACK I 2 EXISTING TREE SURVEY No. Botanical name - Common Name Size DBH Note 1 Triadica sebifera - Chinese Tallow 5" remove 2 Jacaranda mimosifolia - Jacaranda 5" remove 3 Cinnamomum camphora - Camphor 12" save 4 Triadica sebifera - Chinese Tallow 101, save 5 Fruit tree - Cherry " save 6 Fruit tree - Cher 7" save 7 Fruit tree - Orange 3" remove 8 Fruit tree - Orange 3" remove CONCRETE PATH 6' TALL WOOD FENCE ON PROPERTY LINE PORCH STEPS LANDSCAPE DESIGN PLAN (TITLE 23, CHAPTER 2.7): RECIRCULATING WATER SYSTEMS SHALL BE USED FOR WATER FEATURES A MINIMUM 3 -INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. FOR SOIL LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES IN TO THE SOIL. REQUIRED STATEMENTS AND CERTIFICATION (TITLE 23, CHAPTER 2.7) I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. FRONT YARD COVERAGE TOTAL 1084 SF PROJECT INFORMATION PROJECT ADDRESS: 10455 ORANGE AVE. CUPERTINO, CA APPLICANT: LIANG WANG 408-930-5628 Z� _ ► Y _ milli '_ : :T:LY� PROJECT TYPE: RESIDENTIAL NEW LANDSCAPE, WATER SUPPLY TYPE: POTABLE WATER I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE. DATE: 54'-3" GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS, THE LOCATION OF ALL TREES WITHIN THE LIMIT OF WORK, UTILITIES, AND ALL SITE ELEMENTS PRIOR TO BEGINNING THE WORK. 2. PERFORM ALL WORK IN CONFORMANCE WITH REQUIREMENTS AND OTHER APPLICABLE CODES, ORDINANCES AND REGULATIONS. OBSERVE ALL SETBACKS SHOWN ON THE PLANS AND AS OTHERWISE MAY BE REQUIRED. 3. THE LANDSCAPE ARCHITECT AND THE OWNER SHALL BE ADVISED 48 HOURS IN ADVANCE FOR PERFORMANCE OF SITE OBSERVATIONS. CONSTRUCTION LAYOUT NOTES: 1. THE LAYOUT PLAN IS DIAGRAMMATIC ONLY, SHOULD A DISCREPANCY EXIST BETWEEN THE PLAN AND ACTUAL SITE CONDITIONS, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY, IN WRITING, PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR IS RESPONSIBLE FOR: A. VERIFYING AND CONFORMING TO SETBACKS AND OTHER INDICATED DIMENSIONS. B. LAYOUT OF ALL MAJOR COMPONENTS PRIOR TO STARTING CONSTRUCTION. C. COOPERATING WITH LANDSCAPE ARCHITECT AND OWNER IN RESOLVING ANY DISCREPANCIES AND MAKING ADJUSTMENTS TO AVOID ADDITIONAL COSTS TO THE OWNER. 2. THE LANDSCAPE ARCHITECT SHALL APPROVE ALL STAKE UP AND FORM WORK PRIOR TO INSTALLATION. 3. ALL CURVES SHALL BE SMOOTH AND CONTINUOUS AND ALL ANGLES SHALL BE 900, UNLESS OTHERWISE NOTED. 4. WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE DRAWINGS, UNLESS OTHERWISE NOTED. 5. ALL RADIUS POINT DISCREPANCIES ARE + / - . ADJUSTMENTS IN THE FIELD MAYBE NECESSARY FOR SMOOTH, EVEN LINES AND LAYOUT POINTS. 6. ALL DIMENSIONS START AT REFERENCE LINES, FACE OF BUILDING, DESIGNATED RADIUS POINTS, UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL INSTALL EXPANSION JOINTS WITH MASTIC BETWEEN ANY BUILDING AND PAVING CONNECTIONS, AND BETWEEN EXISTING PAVING AND NEW PAVING. 8. CONTRACTOR TO COORDINATE SLEEVING (IRRIGATION, LIGHTING, DRAINAGE, ETC.) WITH OTHER CONTRACTORS CONCRETE NOTES - TOOL SCORE LINE 1/4"W x 3/4"D. - EXPANSION JOINTS TO BE MADE OF FIBROUS MATERIAL, COVERED WITH MASTIC SEAL, LOCATION AS INDICATED ON LAYOUT PLAN, TYPICAL AT CONCRETE OF DIFFERENT POUR AND WALL. - CONCRETE TO HAVE DAVIS INTEGRAL COLOR, COLOR TO BE SELECTED TO MATCH HOUSE - CONCRETE TO HAVE MEDIUM BROOM FINISH - PROVIDE OWNERS WITH SAMPLE POUR FOR APPROVAL OF COLOR AND TEXTURE SECTION 3/4"3/4" = 1'-0E' 1/8" RADIUS EASED EDGES 4" DEEP CONCRETE PAVING, SEE NOTE #3 REBAR, 18" OC, BOTH DIRECTIONS �-_ —aZ _..'a �' oda.— �. ' COMPACTED CLASS 2 BASE ROCK, 4" DEEP � COMPACTED SUBGRADE ORANGE AVENUE NORTH > CONCRETE PATH DETAIL UNDERGROUND SERVICE ALERT (USA) - 800-227-2600 CALL BEFORE YOU DIG. CONTRACTOR TO CALL USA 2 DAYS BEFORE EXCAVATION TO LOCATE UNDERGROUND UTILITIES. SHEET INDEX: L-1 LANDSCAPE CONSTRUCTION LAYOUT L-2 LANDSCAPE IRRIGATION PLAN L-3 LANDSCAPE PLANTING PLAN L-4 WELO WORKSHEET L-5 SOIL FERTILITY ANALYSIS REPORT REVISIONS BY 5 AH 5'PROPERTY 9'_4" W y W STAMPED CONCRETE DRAIN PAVING 20/( a 4" METAL LANDSCAPE EDGING Z U �� Q z Q Lu Q U I DRIVEWAY }O z Q CO Z @� LU o Q z 2% TOWARD z Q o� 0 EXISTING TREE TO BE J z 0 SOD PA D REMOVED, TYPICAL C 0 U 5" O2 LAWN W Wi y — — EXISTING TREE TO REMAIN U) CNo z J Q PA J 2% T �EE 5 W 0 �V AND PROTECTED DURING CONSTRUCTION, TYPICAL W 2 U) w 4 M Q 0p U W W W W W W��, \ I o �� CD d U TREE ANa 0 q9°y co • • TREE FOF CAL�FO DATE: \ SCALE: 1/8" = 1'-0" PA = ANTING AH U\ Of L-1 TOTAL SHEETS: 5 AREA L L I 12"— w CAIV�F'HOR • • 7— /j . o r � •• • •. • / • / . • . 04: / • '• s '. 0• fA . •. .WM • •, .. .. w • •. 44q... • �, w ' ,:t , . • • ! • _ d • ` f �X1S'rING ASPHALT• A •A 1 • . 1 •• z ..094f1 • e . , .� . ' ' •. '. ••, wlt�ll� w FRONT YARD COVERAGE TOTAL 1084 SF PROJECT INFORMATION PROJECT ADDRESS: 10455 ORANGE AVE. CUPERTINO, CA APPLICANT: LIANG WANG 408-930-5628 Z� _ ► Y _ milli '_ : :T:LY� PROJECT TYPE: RESIDENTIAL NEW LANDSCAPE, WATER SUPPLY TYPE: POTABLE WATER I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE. DATE: 54'-3" GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS, THE LOCATION OF ALL TREES WITHIN THE LIMIT OF WORK, UTILITIES, AND ALL SITE ELEMENTS PRIOR TO BEGINNING THE WORK. 2. PERFORM ALL WORK IN CONFORMANCE WITH REQUIREMENTS AND OTHER APPLICABLE CODES, ORDINANCES AND REGULATIONS. OBSERVE ALL SETBACKS SHOWN ON THE PLANS AND AS OTHERWISE MAY BE REQUIRED. 3. THE LANDSCAPE ARCHITECT AND THE OWNER SHALL BE ADVISED 48 HOURS IN ADVANCE FOR PERFORMANCE OF SITE OBSERVATIONS. CONSTRUCTION LAYOUT NOTES: 1. THE LAYOUT PLAN IS DIAGRAMMATIC ONLY, SHOULD A DISCREPANCY EXIST BETWEEN THE PLAN AND ACTUAL SITE CONDITIONS, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY, IN WRITING, PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR IS RESPONSIBLE FOR: A. VERIFYING AND CONFORMING TO SETBACKS AND OTHER INDICATED DIMENSIONS. B. LAYOUT OF ALL MAJOR COMPONENTS PRIOR TO STARTING CONSTRUCTION. C. COOPERATING WITH LANDSCAPE ARCHITECT AND OWNER IN RESOLVING ANY DISCREPANCIES AND MAKING ADJUSTMENTS TO AVOID ADDITIONAL COSTS TO THE OWNER. 2. THE LANDSCAPE ARCHITECT SHALL APPROVE ALL STAKE UP AND FORM WORK PRIOR TO INSTALLATION. 3. ALL CURVES SHALL BE SMOOTH AND CONTINUOUS AND ALL ANGLES SHALL BE 900, UNLESS OTHERWISE NOTED. 4. WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE DRAWINGS, UNLESS OTHERWISE NOTED. 5. ALL RADIUS POINT DISCREPANCIES ARE + / - . ADJUSTMENTS IN THE FIELD MAYBE NECESSARY FOR SMOOTH, EVEN LINES AND LAYOUT POINTS. 6. ALL DIMENSIONS START AT REFERENCE LINES, FACE OF BUILDING, DESIGNATED RADIUS POINTS, UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL INSTALL EXPANSION JOINTS WITH MASTIC BETWEEN ANY BUILDING AND PAVING CONNECTIONS, AND BETWEEN EXISTING PAVING AND NEW PAVING. 8. CONTRACTOR TO COORDINATE SLEEVING (IRRIGATION, LIGHTING, DRAINAGE, ETC.) WITH OTHER CONTRACTORS CONCRETE NOTES - TOOL SCORE LINE 1/4"W x 3/4"D. - EXPANSION JOINTS TO BE MADE OF FIBROUS MATERIAL, COVERED WITH MASTIC SEAL, LOCATION AS INDICATED ON LAYOUT PLAN, TYPICAL AT CONCRETE OF DIFFERENT POUR AND WALL. - CONCRETE TO HAVE DAVIS INTEGRAL COLOR, COLOR TO BE SELECTED TO MATCH HOUSE - CONCRETE TO HAVE MEDIUM BROOM FINISH - PROVIDE OWNERS WITH SAMPLE POUR FOR APPROVAL OF COLOR AND TEXTURE SECTION 3/4"3/4" = 1'-0E' 1/8" RADIUS EASED EDGES 4" DEEP CONCRETE PAVING, SEE NOTE #3 REBAR, 18" OC, BOTH DIRECTIONS �-_ —aZ _..'a �' oda.— �. ' COMPACTED CLASS 2 BASE ROCK, 4" DEEP � COMPACTED SUBGRADE ORANGE AVENUE NORTH > CONCRETE PATH DETAIL UNDERGROUND SERVICE ALERT (USA) - 800-227-2600 CALL BEFORE YOU DIG. CONTRACTOR TO CALL USA 2 DAYS BEFORE EXCAVATION TO LOCATE UNDERGROUND UTILITIES. SHEET INDEX: L-1 LANDSCAPE CONSTRUCTION LAYOUT L-2 LANDSCAPE IRRIGATION PLAN L-3 LANDSCAPE PLANTING PLAN L-4 WELO WORKSHEET L-5 SOIL FERTILITY ANALYSIS REPORT REVISIONS BY 10/19/2018 AH 5'PROPERTY DEDICATION rl- co rn _U Lu ti J c!)Q co o Z U �� Q z Q Lu Q U I 2 Q = cLo+0 }O z Q CO Z @� LU o Q z UN U) 0 z Q J 0 J z 0 U D z 0 U LU Q U U) 0 z J w J w W 2 U) Uj o � M Q 0p U Q zQO ~0 r -F- LU 0 o �� CD d U NOSCApF ANa 0 q9°y • • Ren#Wftl D a FOF CAL�FO DATE: 09/30/2018 SCALE: 1/8" = 1'-0" DRAWN BY: AH SHEET L-1 TOTAL SHEETS: 5 INSTALL 4"0 SCH. 40 PVC SLEEVE 18" UNDER DRIVEWAY FOR IRRIATION PIPES. INSTALL 2"0 PCV SLEEVE 12" UNDER DRIVEWAY FOR IRRIGATION CONTROLLER WIRE. DO NOT SHARE SLEEVE FOR WATER PIPES AND WIRES. TYPICAL INSTALL MANUAL SHUT-OFF VALVE IN VALVE BOX FEBCO 825YA BACKFLOW PREVENTER, 1" SIZE, INSTALL ON COPPER RISER, 12" ABOVE FINISH GRADE. POINT OF CONNECTION. TAP OFF DOMESTIC WATER SERVICE LINE. CONTRACTOR TO TEST WATER SUPPLY FOR AVAILABILITY OF 35 GPM AND VERIFY MINIMUM STATIC WATER PRESSURE OF 55 PSI AT POINT OF CONNECTIO 7"TREE 2 4 GPM 4 1"F 12 GPM 5" ORANGE' 3/4" /5" / APPLE I I o 5 3/4"F 3 GPM 3 3/4"F 8 GPM 1 3 GPM 8„ -, I 8„ , I \ SYZYGIUM \ SYZYGIUM 3/4" _� DESCRIPTION / 3/4" DESIGN OPERATION PRESSURE (PSI) NOZZLE. INSTALL SPRAY BODY ON DOUBLE SWING 1 JOINT. ADJUST RADIUS AND ARC WHILE WATER POVEGR 112'Y T CRY 30 PSI CH RY 2 JAIN OCTA -BUBBLER. USE BLUE FLOW CONTROL FOR 1 1/2" / � I/ o I 15 GALLONS. INSTALL HEAD ON SCH. 80 RISER. a• • I /I / , , , .a RAIN BIRD 18" DEEP ROOT WATERING TUBE WITH .50 •, 4: % GPM BUBBLER AND GRATE. RWS-M-B-C-1402. INSTALL 1 12 1/2" .• A00 1" DIAMETER SCHEDULE 40 PVC IRRIGATION MAIN LINE, . . BURY 18" DEEP. / CLASS 200 PVC LATERAL LINE, SIZE PIPE AS NOTED. 3/4" BURY 12" MINIMUM. m / 1 4" 3/4" V 0- 1/2" �Q 1/2" I I 1/2' 1/2" C (N) 3'0'X8'0', c U 3/4" • •. • • -A • • •DOA,!TIC �1A ER . ,& .. • •. . !A• A. •• • • • •,MAINXINEIs • .• •• • • �. j• . ' F�XIS�NGtiWATER•j'(IETOG ie ORANGE 3/4" 3/4" 10„ I TRIADICA /I 0 1/2" Q 1/2" /2" 1/2" N 1/2" MPA 1/2" 1/2" 0 3/4" � 3/4" 1/2" 1/2" 1/2' \ I \ 12" IRRIGATION LEGEND SYMBOL DESCRIPTION . • • RAINBIRD 1804 PRS SPRAY BODIES WITH R-VAN18 DESIGN OPERATION PRESSURE (PSI) NOZZLE. INSTALL SPRAY BODY ON DOUBLE SWING 1 JOINT. ADJUST RADIUS AND ARC WHILE WATER POVEGR RUNNING TO AVOID OVER SPRAY AND PROVIDE HEAD 30 PSI TO HEAD COVERAGE 2 JAIN OCTA -BUBBLER. USE BLUE FLOW CONTROL FOR 1 4 GALLON PLANT, BLACK FOR 5 GALLONS, AND RED FOR / t 15 GALLONS. INSTALL HEAD ON SCH. 80 RISER. a• • INSTALL 1/4" TUBING, BUG CAP AND STAKE TO EACH , �, �� .. PLANT. , , , .a RAIN BIRD 18" DEEP ROOT WATERING TUBE WITH .50 •, 4: % GPM BUBBLER AND GRATE. RWS-M-B-C-1402. INSTALL 1 12 PER TREE .• A00 1" DIAMETER SCHEDULE 40 PVC IRRIGATION MAIN LINE, . . BURY 18" DEEP. 1i2„ — CLASS 200 PVC LATERAL LINE, SIZE PIPE AS NOTED. ,.. BURY 12" MINIMUM. m FEBCO 825YA BACKFLOW PREVENTER, 1" SIZE, M� I..L INSTALL ON COPPER RISER, 12" ABOVE FINISH GRADE. 0- RAIN BIRD LOW FLOW CONTROL ZONE KITS WITH PR U FILTER, FLOW CONTROL, XCZ-075-PRF(3/4 0 XCZ-100PRF (1"). LOCATE INSIDE VALVE BOX BELOW Q GRADE. 1 INDICATES STATION NUMBER 17 INDICATES VALVE SIZE 4 GPM INDICATES FLOW RATE IN GALLON PER MINUTE ® 3/4" BRASS HOSE BIB ON COPPER RISER. WALL MOUNT U) LLj o ON WALL, FENCE, 18" OFF FINISH GRADE. Q IRRITROL MC -6E WITH CL -100 (CLIMATE LOGIC D Q WIRELESS WEATHER SENSOR AND MODULE). MOUNT U OLu 0� WEATHER SENSOR/TRANSMITTER ON NEAR BY EAVES. 1 /2" I CAKV� HOR .. . • • APPLICATION TYPE / RATE (IN/HR) DESIGN OPERATION PRESSURE (PSI) � 1 3/4" POVEGR E, ., • 30 PSI High / Lawn 2 3/4" 4 SPRAY / 0.65 / t . , .A a• • 4 , ... , , _ , �, �� .. .,� , , , .a 4 •, •, 4: % 17 12 • .,. .• A00 • . . 3/4" 3 BUBBLER / N/A ,.. • .0 0•� 0 40 M� I..L c�rTinni NOTES: 1. CONTRACTOR TO TEST WATER SUPPLY FOR AVAILABILITY OF 35 GPM AND VERIFY MINIMUM STATIC WATER PRESSURE OF 55 PSI AT POINT OF CONNECTION. 2. INSTALL ALL SPRINKLER ON DOUBLE SWING JOINT AND SET HEADS 4" AWAY FROM WALK AND HEADER BOARD, 12" AWAY FROM DRIVEWAY OR HOUSE WALL. 3. CONTRACTOR TO ADJUST ALL HEADS FOR PROPER COVERAGE AND TO AVOID OVERSPRAY. 4. TEST PIPES FOR LEAKS BEFORE BACKFILL. 5. INSTALL 4" PVC SLEEVE UNDER PAVING, COORDINATE WITH OTHER CONTRACTORS. IRRIGATION DESIGN PLAN (TITLE 23, CHAPTER 2.7) PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES. CHECK VALVES OR ANTI -DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR. IRRIGATION STATIONS INFORMATION HYDROZONE VALVE # VALVE SIZE FLOW RATE (GPM) APPLICATION TYPE / RATE (IN/HR) DESIGN OPERATION PRESSURE (PSI) HYDROZONE / PLANT TYPES 1 3/4" 3 SPRAY / 0.65 30 PSI High / Lawn 2 3/4" 4 SPRAY / 0.65 30 PSI High / Lawn 3 3/47 8 DRIP/ N/A 30 PSI Low / shrubs 4 17 12 DRIP/ N/A 1 30 PSI I Moderate/ shrubs 5 3/4" 3 BUBBLER / N/A 1 30 PSI Low / trees * F = 'WYE' FILTER, INSTALL AFTER VALVE IRRIGATION SCHEDULE NOTE: 1. ALL HYDROZONES ARE CONTROLLED BY AN ET/WEATHER BASED IRRIGATION CONTROLLER THAT MAKES REAL TIME ADJUSTMENT TO THE IRRIGATION PROGRAM RUN-TIMES AND FREQUENCY BASED ON HOURLY WEATHER INFORMATION. 2. IRRIGATION SHALL BE LIMITED TO THE HOURS OF 8 PM TO 10 AM. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 1x8 REDWOOD FENCE BOARDS, OVERLAPPING 'GOOD NEIGHBOR' STYLE 4x4 PTDF POSTS, 8' ON CENTER 2x4 REDWOOD RAILS 2 6' TALL WOOD FENCE AND GATE DETAILS AVENUE -2 NORTH UNDERGROUND SERVICE ALERT (USA) - 800-227-2600 CALL BEFORE YOU DIG. CONTRACTOR TO CALL USA 2 DAYS BEFORE EXCAVATION TO LOCATE UNDERGROUND UTILITIES. x4 REDWOOD TOP ;AIL x1 REDWOOD TRIM TOP ND BOTTOM, BOTH SIDES )F FENCE x4 PTDF POSTS, 8' ON :ENTER, TYPICAL x8 REDWOOD FENCE OARDS, OVERLAPPING 300D NEIGHBOR' STYLE OUSE WALL, KEEP FENCE 'AWAY FROM WALL, YPICAL x4 REDWOOD BOTTOM AIL 02 PTDF'KICKER' BOARD T THE BASE OF FENCE -ONCRETE FOOTING 18" IAMETER x 36" DEEP, EINFORCE WITH 2x4 WW IESH 'CIRCLE' IN FOOTING 11L J FINISH GRADE I` al TYPICAL SINGLE SWING WOOD I I GATE DETAIL I I° 2x4 REDWOOD TOP RAIL 1x8 REDWOOD FENCE BOARDS, OVERLAPPING 'GOOD NEIGHBOR' STYLE WOOD GATES 36" WIDE, BUILD LIKE FENCE. GATE HARDWARE TO BE APPROVED BY OWNERS. CONCRETE FOOTING 18" DIAMETER x 36" DEEP, REINFORCE WITH 2x4 WW MESH 'CIRCLE' IN FOOTING. TYPICAL FOOTING UNDER FENCE POST REVISIONS BY 10/19/2018 AH 5'PROPERTY DEDICATION 00 rn U_ J W ti E Q Lo o U "t a), Q U z Q M r W Q U o M 2 H C = Q �Lq Lq O U >1 Lo Q 0� z z Q Q - z U N N U) 0 z Q J z Q J z O Q M� I..L w 0- Q U U) 0 z Q W J J W W 2 U) U) LLj o >� Q p 0 U D Q <z ~0� — U OLu 0� Ln W 0 LO D_ � oD �NOSCAP& O vANG J s • Rear at • gTFOF CA1.1F�Q, DATE: 09/30/2018 SCALE: 1/8" = 1'-0" DRAWN BY: AH SHEET L-2 TOTAL SHEETS: 5 7 .❑ 8„ 0 I \ SYZYGIUM 8„ \ SYZYGIUM Pt Pt Pt Pt Pt / pt Pt Pt `I2t v '. Pw N Pt I.-.'_ C RRY`.`� y.CH RY`_'.� y.".". .y.LL.LL.�jLL. ; I .LLy LLy.LLyyLL Pw Hy Pt Pt Pt J /Pt Pt Hy .,........ ,. O .....\�.. �3'ODLAd4lN.'.'��'.`.'.`.`.'.% PW Na Na � _ _. y/ O Pt v`�� `�`��` `��` `�� `� �` `�� `�� `�� Pw Na v Pw Pw PW 101. Pt PW TRIADICA PW \ —Pt /5" / APPLE 1 ° \ �'t Pt Pt Pt • -A '• . • .i. • . •.4 Pt 41.1 Lv LB LB Lv LB Lv LB Lv LB �M,- 0 UR Pt SCREENING PLANTS, SEE LEGEND PLANTING LIST SYM Pt H x W WUCOLS QTY SIZE NOTE Privacv mitigation plants Pt Pittosporum tennuifolium - Tawhiwhi 40'x20' M 31 15 gallon Pt Po Podocarpus gracilior - Fern Pine 60'x20' M 5 24" box standard, note #4 Shrub Z Q Pt \ Sa Ar 5" /1 2'x4' L 7 1 gallon ORXNGE 0(L P� Hydrangea quercifolia - Oakleaf Hydrangea Lavandula 'Provence'- Lavender L M L \ 5 gallon 1 gallon Rs L LB Liriope muscari - Lilyturf Lomandra longifolia 'Breeze'- Mat Rush 18"x18" 3'x3' — 28 32 1 gallon 5 gallon 2 Na Pw Nandina domestica 'Gulf Stream'- Heavenly Bamboo Pittosporum tobira 'Wheeler's Dwarf'- Dwarf Pittosporum 3'x18" 2'X 4' L L 19 9 5 gallon 1 gallon Pt Pv Rs O 5'x5' 8'x4' L L 6 6 5 gallon 5 gallon L Sa Salvia microphylla'Hot Lips'- Hot Lips Salvia Pt L L © 1 gallon DATE: 09/30/2018 SCALE: 1/8" = 1'-0" DRAWN BY: —Pt /5" / APPLE 1 ° \ �'t Pt Pt Pt • -A '• . • .i. • . •.4 Pt 41.1 Lv LB LB Lv LB Lv LB Lv LB �M,- 0 UR Pt SCREENING PLANTS, SEE LEGEND PLANTING LIST SYM BOTANICAL NAME - COMMON NAME H x W WUCOLS QTY SIZE NOTE Privacv mitigation plants Pt Pittosporum tennuifolium - Tawhiwhi 40'x20' M 31 15 gallon Po Po Podocarpus gracilior - Fern Pine 60'x20' M 5 24" box standard, note #4 Shrub Z Q Sa Ar Artemisia 'Powis Castle'- Silver Sage 2'x4' L 7 1 gallon 4.W.W.4.y.W..W.W..W Hy Lv Hydrangea quercifolia - Oakleaf Hydrangea Lavandula 'Provence'- Lavender 4'x5' 3'x3' M L 2 9 5 gallon 1 gallon Rs L LB Liriope muscari - Lilyturf Lomandra longifolia 'Breeze'- Mat Rush 18"x18" 3'x3' M L 28 32 1 gallon 5 gallon 2 Na Pw Nandina domestica 'Gulf Stream'- Heavenly Bamboo Pittosporum tobira 'Wheeler's Dwarf'- Dwarf Pittosporum 3'x18" 2'X 4' L L 19 9 5 gallon 1 gallon D Q ZQO Pv Rs Pittosporum tobira 'Variegata' - Variegated Pittosporum Ribes san uineum 'Clarement' - Flowering Current 5'x5' 8'x4' L L 6 6 5 gallon 5 gallon �NOSCApF� O 9� Sa Salvia microphylla'Hot Lips'- Hot Lips Salvia 3'x3' L 3 1 gallon DATE: H x W = height x width, WUCOLS rating M = Moderate water use, L= low water use, VL = very low water use PLANTING NOTES Na N I K Po III Po Na Na 0 Po I Na 0 Po -__1 Na Q � Pv Pv P AH 5'PROPERTY L DEDICATION 01 LB IS U_ '^ J W ti >_ 00 0 V Q LO U " Po CO 2 = Q �Lo Sa Z Q Q � Z U N co LB Z Q J Z Q Sa Z I— LB Q J Pv 4.W.W.4.y.W..W.W..W LB Q Rs U) "SOD Z Rs w J Pv LL LAWN; LB W W 2 U) LLj o Rs Q p � U D Q ZQO ~0� — U 0LULr) LU� 0 Lr) a .'.`..'.`..'../.'.. LB Rs I\v ..LL...LL../. LB Rs \ LB LB LB LB 2" i • •. LB B CFA/I 4Na Na \ 611 4W 0 I �• •• • LB Ar PONEG E. LB LB Ar AAr Ar Ar / � . •�� ' A J P • . . % •• 'a 0.J A. • • • • A lb -VY ISI • ' , , • . . • 4 �. • • • ••� . •• . '• •• • i ' ' '• • • '. . a P:4' 00 t • • ' •� � • •• do40 .0 .• ORANGE AVENUE UNDERGROUND SERVICE ALERT (USA) - 800-227-2600 CALL BEFORE YOU DIG. CONTRACTOR TO CALL USA 2 DAYS BEFORE EXCAVATION TO LOCATE UNDERGROUND UTILITIES. NORTH 1. Follow Soil Fertility Analysis Report on Sheet L-5 instruction and specification for soil preparation, planting and maintenance. 2. Areas within the drip line of existing trees and shrubs to remain shall be prepared by hand digging to prevent damage to any roots. 3. The site shall be graded to within 1/10 of a foot of grades shown on grading plan and top soil in place prior to start of finish grading. The contractor at that time shall review the grades for acceptance. Soil areas adjacent to building shall slope away from building and low spots and pockets shall be graded to drain properly. Finish grade in shrub and groundcover areas shall be 1" below adjoining paving or header, and 1/2" below at lawn areas. 4. All nursery stakes shall be removed at the time of planting. Stake each tree using 2 lodge poles and rubber tree ties. Install 'Deep Root' root barriers between trees and paving, 18" deep x 10' long. 5. Mulch all planted areas with a 3" thick layer of medium recycled wood chips, provide sample for Landscape Architect's approval. 6. The Landscape Architect and the Owner reserve the right to reject any or all plant material, if such material does not meet the American Standards for Nursery Stock (ANSI). Plant materials shall be guaranteed against latent defects, injuries, pests, diseases or death of plants due to improper planting. The Contractor shall promptly replace plants that have died or are not in a vigorous, healthy condition with plants of the same kind and size as originally specified at no expense to the Owner. 7. Plant locations are diagrammatic, and are subject to change in the field by the Landscape Architect. The Landscape Architect and the Owner reserve the right to make substitutions, additions and deletions in planting schedule while the work is in progress. Such changes shall be accompanied by equitable adjustments in the contract price, if and when necessary. 8. Landscape Architect to approve plant locations prior to planting. 9. The Contractor shall maintain the site for 60 calendar days following the acceptance of the work by the landscape architect, and shall make corrections, repairs, and replacements to the planting and irrigation, if needed, as recommended by the Landscape Architect at the completion of the maintenance period. 10. The Contractor shall be responsible to continuously maintain grades, plant material, and irrigation through the maintenance period until final acceptance of the work by the Owner. The area shall be kept free of debris and all planted area shall be weeded and cultivated at intervals of not more than 2 weeks. All planted areas shall receive a complete fertilizer, 16-6-8, at the rate of 1 pound per 1000 square feet, once a month. Watering, spraying, and pest control, as may be required, shall be included in the maintenance period. 11. The Contractor shall be responsible for the adequate protection of the improvements. Damaged areas, such as sprinkler heads or plant materials, shall be replaced or repaired at no additional expense to the Owner. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. A MINIMUM 3 -INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. REVISIONS BY 10/19/2018 AH 5'PROPERTY DEDICATION r- rn U_ '^ J W ti >_ 00 0 V Q LO U " Q U Z Q(0 r W Q U o CO 2 = Q �Lo O U C:Lo Q af 0 CD Z Q Q � Z U N co U) 0 Z Q J Z Q 0- Z I— Z Q J 0- LIJ 0- Q U U) 0 Z Q w J J W W 2 U) LLj o � rn Q p � U D Q ZQO ~0� — U 0LULr) LU� 0 Lr) a �NOSCApF� O 9� vANa No • R_ 0 at • gTFOF CA1.1F�Q, DATE: 09/30/2018 SCALE: 1/8" = 1'-0" DRAWN BY: AH SHEET L- 3 TOTAL SHEETS: 5 8., �, I \ SYZYGIUM i'N, 8., �, I \ SYZYGIUM ' ORANGE AVENUE UNDERGROUND SERVICE ALERT (USA) - 800-227-2600 CALL BEFORE YOU DIG. CONTRACTOR TO CALL USA 2 DAYS BEFORE EXCAVATION TO LOCATE UNDERGROUND UTILITIES. ,e NORTH • �I • • 1 .• WATER EFFICIENT LANDSCAPE WORKSHEET BY Reference Evapotranspiration (ETo) AH I 3 Hydrozone # /Planting Plant Irrigation Irrigation ETAF Landscape ETAF x Estimated Description Factor Method Efficiency (PF/IE) Area (sq. Area Total Waer Z LU _o Q z (PF) U) 0 (IE) J ft.) W Use 2 U) >O O (ETWU) Regular Landscape Areas iii J 1 / back lawn 0.7 spray 0.75 0.93 152 141.87 3782.17 2 / back lawn 0.7 s pray 0.75 0.93 420 392.00 10450.72 3 / low water use shrubs 0.2 drip 0.81 0.25 726 179.26 4779.05 4 / moderate water use shrubs 0.4 drip 0.81 0.49 930 459.26 12243.85 5 / moderate water use tree 0.4 drip 0.81 0.49 60 29.63 789.93 Tota Is 2288 1202.01 Special Landscape Areas 1 0 0.00 Totals 0 0.00 ETW U Total 32045.71 Maximum Allowed Water Allowance (MAWA) 33548.94 Hydrozone #/Planting Description Irrigation Method Irrigation Efficiency EfWU (Annual Gallons E.g overhead spray 0.75 for spray head Required) = Eto X 0.62 x 1.) front Law n or drip 10.81 for drip ETAF x Area 2.) low Water use plantings w here 0.62 is a 3.) medium water use planting conversion factor that converts acre -inches per MAWA (Annual Gallons Allowed) _ (Eto)(0.62)[(ETAF x LA) + ((1-ETAF) x acre per year to gallons SLA)] per square foot per year ETAF Calculations Regular Landscape Areas _ i Total ETAF X Area 1202.01 Total Area 2288.00 Average ETAF for Regular Landscape Areas must be 0.55 Average ETAF 1 0.53 or below for residential areas, and 0.45 or below, for non- residential areas All Landscape Areas Total ETAF x Area 1202.01 Total Area 2288.00 Sitewide ETAF 0.53 REVISIONS BY 10/19/2018 AH 5 PROPERTY DEDICATION r - co M _U '^ J LU co ti E V Q O Z U �� Q z Q ° o LU Q U o 2 = Q Lo }O z '51V) < CO Z LU _o Q z UN U) 0 z Q J W W 2 U) >O O W iii J w w U) W uj o > rn 0 Q p U L Q ¢o Lu 0 Low L-0� C) d U NOSCApF q J D e P� DATE: 09/30/2018 SCALE: 1/8" = 1'-0" DRAWN BY: AH SHEET L- 4 TOTAL SHEETS: 5 r Waypoint.. ANALYTICAL San Jose Office September 25, 2018 Report 18-261-0103 Anyi Landscape Studio 2647 Royal Ann Drive Union [qty, CA 94587 Attn: Anyi Huang RE: 10455 Orange Avenue, Cupertino, Job #18041 Background One sample was processed on September 18, 2018 identified as site soil from a depth of 6 inches from an area where new landscaping is scheduled for installation including California natives. The sample was analyzed for horticultural suitability, fertility, and physical characteristics to comply with WELD requirements. The results of the analyses are attached. Analytical Results and Comments The reaction of the soil is slightly acidic at a pH of 6.8. This is within the range preferred by most plants. Salinity (ECe), sodium and boron are safely low. The sodium adsorption ratio (SAR) indicates that sodium is adequately balanced by soluble calcium and magnesium; this balance is important for soil structure quality, which relates to the rate at which water infiltrates the soil. According to the USDA Soil Classification, the texture of the less than 2mm fraction of the sample is classified as loam. The amount of organic matter present is favorable at 5.0% dry weight but this is partly due to the presence at existing coarse organic material such as grass and roots. Based on this information the estimated infiltration rate is a moderate 0.28 inch per hour. Infiltration rates may vary due to differences in compaction across the site. In terms of soil fertility, nitrogen and phosphorus are low. All of the other major nutrients are sufficient for proper plant nutrition at this time. Of the micronutrients; copper, zinc and manganese are sufficient to abundant while iron is low. Recommendations Incorporation of nitrogen and phosphorus fertilizer is recommended at the time of planting. Incorporation of a nitrogen stabilized organic amendment or composted greenwaste product is also recommended in order to help improve the soil nutrient holding capacity and porosity. If a composted greenwaste amendment is chosen, that would provide additional phosphorus and potassium as well as supplemental micronutrients, product depending. The primary symptom of iron deficiencies is a general yellowing of leaves with veins remaining green. In severe cases, leaves may become pale yellow or whitish, but veins remain green. Brown spots may develop between veins and leaf margins may turn brown. Iron deficiency shows first and more severely on the newer growth at branch tips. If these symptoms are present after plant installation they may be treated with an application of a chelated micronutrient product at the manufacturer's recommended rate. Incorporation of a composted greenwaste amendment would also provide additional micronutrients and may be sufficient to negate any deficiency, product depending. 1101 S Winchester Blvd., Ste. G-173 San Jose, CA 95128 (408) 727-0330 0 (408) 727-5125 fax www.waypointanalytical.com Anyi Landscape Studio 2647 Royal Ann Dr Union City GA 94587 Project: 10455 Orange Ave Cupertino Job #18041 Sample Description - Sample ID Site Soil 6" Saturation Extract Values Ca Mg I W K a meWL meWL meWL mOWL ppm 10.3 1 3.8 1 0.6 1 0.8 0.23 Waypoi nt_,(D ANALYTICAL Half Sat pH TEC Oual Lime 2a 6.8 148 None 4741 East Hunter Ave. Suite A Anaheim, CA 92807 Main 714-282-8777 0 Fax 714-282-8575 www.waypointanalytical.com COMPREHENSIVE SOIL ANALYSIS NO3-N NH4-N PO4-P K Ca Mg ECe ppm ppm ppm ppm ppm ppm dSlm Sufficiency Factors 4 1.4 0.4 N%SO4 S� Gravel mRcflL Coarse Fine 5-12 2-5 2.3 1 0.2 4.3 5.0 Wa4l'nt(Dypo NALYTICAL Anyi Landscape Studio Report 18-261-0103 To Prepare For Mass Plantina: Drainage of the root zone should be improved by first loosening the top 10 inches of any undisturbed or compacted soil. The following materials should then be evenly spread and thoroughly blended with the top 6 inches of soil to form a homogenous layer: Amount per 1000 Square Feet 4 cubic yards Nitrogen Stabilized Organic Amendment* 7 pounds Ammonium Phosphate (16-20-0)* *The rate may change based on the analysis of the chosen organic amendment. This rate is based on 270 pounds of dry weight of organic matter per cubic yard of amendment. If a composted greenwaste amendment is selected that contains a significant amount of phosphorus, the ammonium phosphate should be replaced with ammonium sulfate (21-0-0) at a 7 pound rate. For areas where California natives are being installed, the organic amendment should be decreased by half and the ammonium phosphate should be replaced with slow-release sulfur -coated urea (43-0-0) at a 4 pound rate. For turf areas the organic amendment should be decreased by half. To Prepare Backfill For Trees and Shrubs: • Excavate planting pits at least twice as wide as the diameter of the root ball. • Soil immediately below the root ball should be left undisturbed to provide support but the sides and the bottom around the side should be cultivated to improve porosity. • The top of the root ball should be at or slightly above final grade. • The top 12 inches of backfill around the sides of the root ball of trees and shrubs may consist of the above amended soil or may be prepared as follows: Uniformly blended with: 4 parts Site Soil 1 part Nitrogen Stabilized Organic Amendment* Amount per Cubic Yard of Backfill 1/3 pound Ammonium Phosphate (16-20-0)* For areas where California natives are being installed, the organic amendment should be decreased by half and the ammonium phosphate should be replaced with slow-release sulfur -coated urea (43-0-0) at a 1/4 pound rate. • Backfill below 12 inches required for 24 inch box or larger material should not contain the organic amendment, ammonium phosphate, or sulfur -coated urea. • Ideally a weed and turf free zone should be maintained just beyond the diameter of the planting hole. A 2-4 inch deep layer of coarse mulch can be placed around the tree or shrub. Mulch should be kept a minimum 4 inches from the trunk. • Irrigation of new plantings should take into consideration the differing texture of the rootball substrate and surrounding soil matrix to maintain adequate moisture during this critical period of establishment. Report No: 18-261-0103 Purchase Order : Date Recd : 09/18/2018 Date Printed : 09/25/2018 Page : 1 of 1 Cu 2n Mn F® ppm ppm ppm ppm Organic Lab No. % dry wt. 16 1 16 1 217 23x8 418 1.7 0.6 1 1.1 0.9 1.3 4.9 Percent of Sample Passing 2 mm Screen � Sand Very Coarse Coarse Med. to Very Fine Silt DU2-•0.5 1-2 0.5-1 0.05-0.5 5.4 5.6 34.5 37.9 24.7 21 122 6.0 26425 3.3 1.3 0.3 Gay USDA Soil Classification Lab No. 0-.002 16.5 Loam 26425 Sufficiency factor (1.0=sufficient for average crap) below each nutrient value. N factor based c 200 ppm constant feed. SAP = Sodium adsorption ratio. Half Saturation I =approx field moisture capacity. Nitrogen(Nj, Potassium(K), Calcium(Ca) and Magnesium(Mg) by sodium chloride extraction. Phosphorus(P) by sodium bicarbonate extraction. Ccpper(Cu), 7ino(Zn), Manganese(Mn) & Iron(Fe) by DTPA extraction. Sat. ext. method far salinity (ECe as dSlm),Boron (B), SUIlate (SO 4 y, Sod ium(Na). Gravel fraction expressed as percent by weight of oven -dried sample passing a 12mm(112 inch) sieve. Panicle sizes in millimeters. Organic percentage determined by Walkley- Black or Lass c ignitic n. LOW . SUFFUENT . WGH 1101 S Winchester Blvd., Ste. G-173 San Jose, CA 95128 (408) 727-0330 0 (408) 727-5125 fax www.waypointanalytical.com Page 2 of 4 Waoint,(Dyp NALYTICAL Anyi Landscape Studio Report 18-261-0103 Maintenance For turf areas, new sod should receive a light fertilization 2 weeks after planting with 16-6-8 applied at a rate of 4 pounds per 1000 square feet. For turf from seed this application should be after the first mowing. The area may then be maintained with primarily a nitrogen program of applying 5 pounds of ammonium sulfate (21-0-0) per 1000 square feet. Treatment should be at 45 to 60 day intervals until the turf becomes well established. Once the turf is well established, the frequency of fertilization should be decreased depending an color and rate of growth desired. In the spring and fall substitute a complete fertilizer such as 15-15-15 to help insure continuing adequate phosphorus and potassium. Maintenance fertilization for conventionally planted areas should rely primarily on a nitrogen only program supplemented with a complete fertilizer in the fall and spring. Binning 45-60 days after planting, ammonium sulfate (21-0-0) should be applied at a rate of 5 pounds per 1000 square feet with reapplication every 45-60 days. Alternatively, slow release Sulfur -coated Urea (43-0-0) may be applied at 6 pounds per 1000 square feet every 90 days. Once plants are performing satisfactorily, the frequency of fertilization may be decreased depending on color and rate of growth desired. In the winter for a quick greening effect, calcium nitrate (15.5-0-0) may be applied at a 6 pound rate if applicable. Early fall and spring, substitute a complete fertilizer such as 15-15-15 to help insure continuing adequate phosphorus and potassium. Alternatively, Blood Meal (12-0-0) provides available nitrogen fairly rapidly while materials such as Feather Meal (12-0-0), Soybean or Cotton Seed Meal (7-1-1) are slower to provide available nitrogen, but they extend the length of time they make this contribution. In order to provide a good supply of nitrogen for a 3-4 month time frame a good combination would be 6 pounds Blood Meal and 14 pounds Feather Meal per 1000 square feet. Refertilization may be accomplished with a nitrogen only organic fertilizer during the growing season. In the fall and spring, substitute a complete organic fertilizer such as 5-5-5 applied at the manufacturer's label rate. Or, nutrient rich composted greenwaste may be spread in a 1 to 2 inch layer, which generally carries enough nutrition to boost complete nutrition but a nitrogen source may be added at a half rate to ensure sufficient nitrogen availability. Maintenance fertilization for California natives should be based entirely an color and growth performance. The chosen fertilizer should be applied at a rate that provides 1/2 pound of actual nitrogen per 1000 square feet per month during the growing season. Early spring, substitute a complete fertilizer with law phosphorus (-2% or less) to help insure continuing adequate potassium and minimal phosphorus. If compost is applied it should also be limited to a half rate for native areas. 111 we can be of any further assistance, please feel free to contact us. Annmarie Lucchesi alucchesiCa)wavoointanalvtical.com Emailed 4 Pages: anyihuangCaa ail.com 1101 S Winchester Blvd., Ste. G-173 San Jose, CA 95128 (408) 727-0330 0 (408) 727-5125 fax www.waypointanalytical.com Page J of 4 REVISIONS BY r - co rn U_ J W ti >_ co 0Q U Q U z Q M r W Q U 1 M 2 = Q > O U Lo Q rr o Z Q Q z c U N co Z Q J 0 n w U) J Q Z Q J_ LLI ILL J_ 0 W (f) J W W 2 U) LLI O U)LO Q p U 0 Q ZQO HiY H U O LU LoW a �NOSCApF� O 9�, vANa No ow 0 gTFOF CA1.1F�Q, DATE: 09/30/2018 SCALE: 1/8" = 1'-0" DRAWN BY: AH SHEET L- 5 TOTAL SHEETS: 5 r Waypoint.. ANALYTICAL San Jose Office September 25, 2018 Report 18-261-0103 Anyi Landscape Studio 2647 Royal Ann Drive Union [qty, CA 94587 Attn: Anyi Huang RE: 10455 Orange Avenue, Cupertino, Job #18041 Background One sample was processed on September 18, 2018 identified as site soil from a depth of 6 inches from an area where new landscaping is scheduled for installation including California natives. The sample was analyzed for horticultural suitability, fertility, and physical characteristics to comply with WELD requirements. The results of the analyses are attached. Analytical Results and Comments The reaction of the soil is slightly acidic at a pH of 6.8. This is within the range preferred by most plants. Salinity (ECe), sodium and boron are safely low. The sodium adsorption ratio (SAR) indicates that sodium is adequately balanced by soluble calcium and magnesium; this balance is important for soil structure quality, which relates to the rate at which water infiltrates the soil. According to the USDA Soil Classification, the texture of the less than 2mm fraction of the sample is classified as loam. The amount of organic matter present is favorable at 5.0% dry weight but this is partly due to the presence at existing coarse organic material such as grass and roots. Based on this information the estimated infiltration rate is a moderate 0.28 inch per hour. Infiltration rates may vary due to differences in compaction across the site. In terms of soil fertility, nitrogen and phosphorus are low. All of the other major nutrients are sufficient for proper plant nutrition at this time. Of the micronutrients; copper, zinc and manganese are sufficient to abundant while iron is low. Recommendations Incorporation of nitrogen and phosphorus fertilizer is recommended at the time of planting. Incorporation of a nitrogen stabilized organic amendment or composted greenwaste product is also recommended in order to help improve the soil nutrient holding capacity and porosity. If a composted greenwaste amendment is chosen, that would provide additional phosphorus and potassium as well as supplemental micronutrients, product depending. The primary symptom of iron deficiencies is a general yellowing of leaves with veins remaining green. In severe cases, leaves may become pale yellow or whitish, but veins remain green. Brown spots may develop between veins and leaf margins may turn brown. Iron deficiency shows first and more severely on the newer growth at branch tips. If these symptoms are present after plant installation they may be treated with an application of a chelated micronutrient product at the manufacturer's recommended rate. Incorporation of a composted greenwaste amendment would also provide additional micronutrients and may be sufficient to negate any deficiency, product depending. 1101 S Winchester Blvd., Ste. G-173 San Jose, CA 95128 (408) 727-0330 0 (408) 727-5125 fax www.waypointanalytical.com Anyi Landscape Studio 2647 Royal Ann Dr Union City GA 94587 Project: 10455 Orange Ave Cupertino Job #18041 Sample Description - Sample ID Site Soil 6" Saturation Extract Values Ca Mg I W K a meWL meWL meWL mOWL ppm 10.3 1 3.8 1 0.6 1 0.8 0.23 Waypoi nt_,(D ANALYTICAL Half Sat pH TEC Oual Lime 2a 6.8 148 None 4741 East Hunter Ave. Suite A Anaheim, CA 92807 Main 714-282-8777 0 Fax 714-282-8575 www.waypointanalytical.com COMPREHENSIVE SOIL ANALYSIS NO3-N NH4-N PO4-P K Ca Mg ECe ppm ppm ppm ppm ppm ppm dSlm Sufficiency Factors 4 1.4 0.4 N%SO4 S� Gravel mRcflL Coarse Fine 5-12 2-5 2.3 1 0.2 4.3 5.0 Wa4l'nt(Dypo NALYTICAL Anyi Landscape Studio Report 18-261-0103 To Prepare For Mass Plantina: Drainage of the root zone should be improved by first loosening the top 10 inches of any undisturbed or compacted soil. The following materials should then be evenly spread and thoroughly blended with the top 6 inches of soil to form a homogenous layer: Amount per 1000 Square Feet 4 cubic yards Nitrogen Stabilized Organic Amendment* 7 pounds Ammonium Phosphate (16-20-0)* *The rate may change based on the analysis of the chosen organic amendment. This rate is based on 270 pounds of dry weight of organic matter per cubic yard of amendment. If a composted greenwaste amendment is selected that contains a significant amount of phosphorus, the ammonium phosphate should be replaced with ammonium sulfate (21-0-0) at a 7 pound rate. For areas where California natives are being installed, the organic amendment should be decreased by half and the ammonium phosphate should be replaced with slow-release sulfur -coated urea (43-0-0) at a 4 pound rate. For turf areas the organic amendment should be decreased by half. To Prepare Backfill For Trees and Shrubs: • Excavate planting pits at least twice as wide as the diameter of the root ball. • Soil immediately below the root ball should be left undisturbed to provide support but the sides and the bottom around the side should be cultivated to improve porosity. • The top of the root ball should be at or slightly above final grade. • The top 12 inches of backfill around the sides of the root ball of trees and shrubs may consist of the above amended soil or may be prepared as follows: Uniformly blended with: 4 parts Site Soil 1 part Nitrogen Stabilized Organic Amendment* Amount per Cubic Yard of Backfill 1/3 pound Ammonium Phosphate (16-20-0)* For areas where California natives are being installed, the organic amendment should be decreased by half and the ammonium phosphate should be replaced with slow-release sulfur -coated urea (43-0-0) at a 1/4 pound rate. • Backfill below 12 inches required for 24 inch box or larger material should not contain the organic amendment, ammonium phosphate, or sulfur -coated urea. • Ideally a weed and turf free zone should be maintained just beyond the diameter of the planting hole. A 2-4 inch deep layer of coarse mulch can be placed around the tree or shrub. Mulch should be kept a minimum 4 inches from the trunk. • Irrigation of new plantings should take into consideration the differing texture of the rootball substrate and surrounding soil matrix to maintain adequate moisture during this critical period of establishment. Report No: 18-261-0103 Purchase Order : Date Recd : 09/18/2018 Date Printed : 09/25/2018 Page : 1 of 1 Cu 2n Mn F® ppm ppm ppm ppm Organic Lab No. % dry wt. 16 1 16 1 217 23x8 418 1.7 0.6 1 1.1 0.9 1.3 4.9 Percent of Sample Passing 2 mm Screen � Sand Very Coarse Coarse Med. to Very Fine Silt DU2-•0.5 1-2 0.5-1 0.05-0.5 5.4 5.6 34.5 37.9 24.7 21 122 6.0 26425 3.3 1.3 0.3 Gay USDA Soil Classification Lab No. 0-.002 16.5 Loam 26425 Sufficiency factor (1.0=sufficient for average crap) below each nutrient value. N factor based c 200 ppm constant feed. SAP = Sodium adsorption ratio. Half Saturation I =approx field moisture capacity. Nitrogen(Nj, Potassium(K), Calcium(Ca) and Magnesium(Mg) by sodium chloride extraction. Phosphorus(P) by sodium bicarbonate extraction. Ccpper(Cu), 7ino(Zn), Manganese(Mn) & Iron(Fe) by DTPA extraction. Sat. ext. method far salinity (ECe as dSlm),Boron (B), SUIlate (SO 4 y, Sod ium(Na). Gravel fraction expressed as percent by weight of oven -dried sample passing a 12mm(112 inch) sieve. Panicle sizes in millimeters. Organic percentage determined by Walkley- Black or Lass c ignitic n. LOW . SUFFUENT . WGH 1101 S Winchester Blvd., Ste. G-173 San Jose, CA 95128 (408) 727-0330 0 (408) 727-5125 fax www.waypointanalytical.com Page 2 of 4 Waoint,(Dyp NALYTICAL Anyi Landscape Studio Report 18-261-0103 Maintenance For turf areas, new sod should receive a light fertilization 2 weeks after planting with 16-6-8 applied at a rate of 4 pounds per 1000 square feet. For turf from seed this application should be after the first mowing. The area may then be maintained with primarily a nitrogen program of applying 5 pounds of ammonium sulfate (21-0-0) per 1000 square feet. Treatment should be at 45 to 60 day intervals until the turf becomes well established. Once the turf is well established, the frequency of fertilization should be decreased depending an color and rate of growth desired. In the spring and fall substitute a complete fertilizer such as 15-15-15 to help insure continuing adequate phosphorus and potassium. Maintenance fertilization for conventionally planted areas should rely primarily on a nitrogen only program supplemented with a complete fertilizer in the fall and spring. Binning 45-60 days after planting, ammonium sulfate (21-0-0) should be applied at a rate of 5 pounds per 1000 square feet with reapplication every 45-60 days. Alternatively, slow release Sulfur -coated Urea (43-0-0) may be applied at 6 pounds per 1000 square feet every 90 days. Once plants are performing satisfactorily, the frequency of fertilization may be decreased depending on color and rate of growth desired. In the winter for a quick greening effect, calcium nitrate (15.5-0-0) may be applied at a 6 pound rate if applicable. Early fall and spring, substitute a complete fertilizer such as 15-15-15 to help insure continuing adequate phosphorus and potassium. Alternatively, Blood Meal (12-0-0) provides available nitrogen fairly rapidly while materials such as Feather Meal (12-0-0), Soybean or Cotton Seed Meal (7-1-1) are slower to provide available nitrogen, but they extend the length of time they make this contribution. In order to provide a good supply of nitrogen for a 3-4 month time frame a good combination would be 6 pounds Blood Meal and 14 pounds Feather Meal per 1000 square feet. Refertilization may be accomplished with a nitrogen only organic fertilizer during the growing season. In the fall and spring, substitute a complete organic fertilizer such as 5-5-5 applied at the manufacturer's label rate. Or, nutrient rich composted greenwaste may be spread in a 1 to 2 inch layer, which generally carries enough nutrition to boost complete nutrition but a nitrogen source may be added at a half rate to ensure sufficient nitrogen availability. Maintenance fertilization for California natives should be based entirely an color and growth performance. The chosen fertilizer should be applied at a rate that provides 1/2 pound of actual nitrogen per 1000 square feet per month during the growing season. Early spring, substitute a complete fertilizer with law phosphorus (-2% or less) to help insure continuing adequate potassium and minimal phosphorus. If compost is applied it should also be limited to a half rate for native areas. 111 we can be of any further assistance, please feel free to contact us. Annmarie Lucchesi alucchesiCa)wavoointanalvtical.com Emailed 4 Pages: anyihuangCaa ail.com 1101 S Winchester Blvd., Ste. G-173 San Jose, CA 95128 (408) 727-0330 0 (408) 727-5125 fax www.waypointanalytical.com Page J of 4 REVISIONS BY r - co rn U_ J W ti >_ co 0Q U Q U z Q M r W Q U 1 M 2 = Q > O U Lo Q rr o Z Q Q z c U N co Z Q J 0 n w U) J Q Z Q J_ LLI ILL J_ 0 W (f) J W W 2 U) LLI O U)LO Q p U 0 Q ZQO HiY H U O LU LoW a �NOSCApF� O 9�, vANa No ow 0 gTFOF CA1.1F�Q, DATE: 09/30/2018 SCALE: 1/8" = 1'-0" DRAWN BY: AH SHEET L- 5 TOTAL SHEETS: 5